csr final 13-14 (building & road)

Government of Maharashtra

Public Works Region, Nagpur

(w.e.f. 01/07/2013)

Schedule of Rates2013-2014

For Nagpur, Bhandara, Gondia, Wardha, Chandrapur & Gadchiroli District

CURRENT SCHEDULE OF RATES 2013-2014

I N D E X

Chapter Classification of Items Page No.

1 General Notes I VI

2 Building Works

1 4

5 --

6 8

9 12

13 23

24 26

27 --

28 --

29 35

36 37

38 --

39 47

48 63

64 65

66 73

74 76

77 81

82 92

93 122

123 126

127 150

22 Bd-W Miscellaneous

a) Antitermite and Pest control 151 154

b) Guniting 155 156

c) Fencing Work 157 159

d) Dismentaling 160 167

1 Bd-A Excavation

2 Bd-B Pile Foundation

3 Bd-C Structural Steel Work

4 Bd-E Plain Cement Concrete

5 Bd-F Reinforcement Cement Concrete

6 Bd-G Brick Work

7 Bd-H Stone Masonary

8 Bd-I Cement Concrete Hollow Block Masonary

9 BD-J Water Proofing

10 BD-J-1 Repairs & Rehabilitation

11 Bd-K Expansion Joints

12 Bd-L Plastering and Pointing

13 Bd-M Paving , Flooring and Dado

14 Bd-N Wood Finish

15 Bd-O Oil Painting

16 Bd-P Colour/White Washing , Distempering

17 Bd-Q Wood Work

18 Bd-R Roofing and Ceiling

19 Bd-T Doors and Windows

20 Bd-U Iron Work

21 Bd-V Water Supply and Sanitary Fittings

Chapter Classification of Items Page No.

3 BR Bridge Works 168 196

4 CD Cross Drainage Works 197 199

5 RD Road Works

200 207

208 214

215 229

230 252

253 -

254 277

6 Survey Work 278 300

7 Material Rates 301 310

8 Labour Rates 311 -

9 Transportation Rates 312 313

10 314 315

11 Machinary hire charges 316 317

12 318 -

13 Approval to C.S.R. 2013- 14 319 -

5(A) Excavation & Embankment

5(B) WBM Road Construction

5(C) Asphaltic Construction

5(D) Concrete Pavement

5(E) Protection Work

5(F) Road Furniture

Rates for Loading & Unloading , Stacking & Transportation, Materials

Consumption Of Cement for different grades of concrete

GENERAL NOTE

1)

2)

a) Notified Tribal areas or HiIly or inaccessible areas 10%

b) Corporation areas 5%

c) Municipal Council areas 4%

d) Sugar cane producing areas 5%

e) Jail premises 15%

f) 20%

A)

B)

C)

The schedule of rates for the year 2013 - 2014 is applicable for Public Works Region, Nagpur as per circular No. TS /SENAG ./ CSR /.......... / 2013 dated ............. with effect from 01 /07/ 2013

For the rates in notified Tribal areas, Hilly and inaccessible areas, corporation area, Municipal Council area, Sugar producing area, Jail premises and naxalite affected area an increase of percentage over schedule of rates prescribed as follows.

Naxalite affected area ( For all works in Gadchiroli District.) As per Govt. of Maharashtra, GAD letter No.VVK-2009/CR 102/Desk-1415 dated 31/12/2009.)

( i ) The Superintending Engineers should specify the sugarcane producing & tribal areas under their circle.

( ii ) If Jail premises is situated in Corporation or Municiple area, an increase of 5% or 4% respectively shall not be added.

( iii ) For Gadchiroli District Notified Trible area, Hilly or inaccessible area, an increase shall be (10% + 20%) = 30%

If the material is supplied by the Department the above percentage shall be applied on the cost of item after deducting the cost of material including VAT as applicable as per note No. 3 below.

If the material is to be brought by the Contractor the above percentage shall be applied to the cost of item directly.

Items which are not included in this schedule of rates shall be adopted from schedule of rates for National Highway works Nagpur Region for the corrosponding year.

3)

Sr. No. Material

Rates Proposed for 2013-14

1 2

1 Cement Rs.5800/- Per M.T.

2 Rs.40300/-Per M.T.

3 TMT Steel Bars Rs. 41300/-Per M.T.

4 Structural steel Rs. 40500/-Per M.T.

5 Rs. 49613/-Per M.T.

(Ex-Refinery Mumbai)6 Rs. 53604/-Per M.T.




(Ex-Refinery Mumbai)

10 Rs. 58238/-Per M.T.

(Ex-Refinery Mumbai)

11 i) Bulk Rs. 43829/-Per M.T.

ii) HDPE Rs. 50263/-Per M.T.

a)

b) The rates of cement and steel are applicable at District & Taluka headquarters.

(II)

Schedule of rates are based on the following rates of materials inclusive of VAT at the rate of 12.5% for Cement, Bitumen & Emulsion and 5% for Steel.

Rates are inclusive of VAT at the rate of 12.5% for Cement, Bitumen & Emulsion and 5% for Steel

Mild Steel (Fe-500)

Bitumen Bulk VG-10 (80/100)

Bitumen Packed VG-10 (80/100) Bitumen Bulk VG-30 (60/70)

Bitumen Packed VG-30 (60/70)

Bitumen Bulk VG-40 (30/40)

Bitumen Packed VG-40 (30/40)

Medium setting Hincol Bitumen Emulsion

The rates of bulk / packed Bitumen adopted for the items of bituminous works are based on the prevailing rates on 16.06.2013 Exrefinery Mumbai .The rates of Medium setting Hincol Bitumen Emulsion for packed drums are based on the prevailing Rates on 16.06.2013.

4)

5)

6)

7)

8)

9) BUILDING WORKS

Sr. No Section Item Percentage Increase

1 2 3 4 5

i BDF, BDG R.C.C. B.B.Masonry 3 1

ii BDF M.S./HYSD/TMT Reinforcement 1 0.25

iii BDJ Water Proofing Treatement 3 1

iv BDL Plastering,Poiinting 3 1

v BDM 3 1

vi BDM Ceramic tiles, Glazed tiles,flooring dado 1 0.25

(III)

References of Standard PWD Specifications / MORTH specifications are mentioned below the description of items.

(a) For specific tests like taking bores, span load tests, plate load test etc. which are not included in the rate analysis of the items. Estimates for these test shall be prepared on the basis of rates approved by Superintending, Engineer, Vigilance & Quality Control Circle, Nagpur or D.S.R. approved by MERI Nashik.

(b) For angle boring & drilling in standing water the rate will be 1.5 times the usual drilling charges.

Royalty charges are included in the basic rates of material .

The charges towards quality control tests is considered in the scheduled rates.

M.VAT as applicable is already considered for the different item of works in Schedule of Rates.

a) For Building works, basic lead upto 5 Kms. is considered for all completed items.

b) The floor is designated by the space contained within the top of the virgin slab / roof covering below to the top of the virgin slab / roof covering above.

c(i) for every additonal floor percentage increase in the rates shall be considered for the items in the following section as given in table without deducting the cost of cement and steel.

For Every Floor up to 4th Floor

For Every Floor above

4th Floor

Flooring Dado skirting treads ( except Ceramic tiles,Glazed tiles)

Sr. No Section Item Percentage Increase

1 2 3 4 5

vii BDO

a) External Painting 3 1

b) Internal Painting 1 1

viii BDR Mangolare tile roof,Ridges Ceiling 3 1

ix BDT 1 0.25

x BDU /BDC Structural Steel Work,Tubular trusses 1 0.25

xi BDV 1 0.25

xii - Item not covered under Sr.No. i to xi above 1 0.25

(IV)

For Every Floor up to 4th Floor

For Every Floor above

4th Floor

Weather Shade Replacing External Window shutter using scaffolding

Soil,waste,vent and rain water pipes and sanitary wares etc.

c (ii) The precentage increase in rates as above should be on the rate of Current Schedule of Rate for that item.

c (iii) Items to be carried out above terrace such as water proofing treatment on terrace, water storage tank, parapet wall with coping , staircase, lift room with slab, plastering painting etc required for the completion of building are assumed to be the items of it's lower floor.

d) In Nagpur Corporation area and Chandrapur Municipal area the use of clay bricks is prohibited on original works. For such works only fly-ash bricks shall be used , except for foundation of load bearing structures.The Clay Bricks can be used for Maintenance Work only.

Fixtures and Fastenings

FOR DOORS

Chromium Plated 2%

5%

Stainless steel with matt finish 6%

Brass 20%

Brass Oxidised 23%

FOR WINDOWS

Chromium Plated 1%

3%

Stainless steel with matt finish 4%

Brass 15%

Brass Oxidised 17%

e) The use of wooden centering & formwork including wooden props is prohibited. Only plywood or steel formwork is to be used with steel props.

f) With a view to conserve the natural resources, the use of country teak wood for doors and windows shall be avoided as for as possible, except for doors located on the external face of the building.

g) For the items of oil painting, distempering under Bd - 0 & Bd - P, the sample shall be got approved by Executive Engineer & a note regarding make / Company of approved sample shall be taken by concerned Junior Engineer in measurement book. Unless that is done, the measurement should not be treated as completes.

h) False celling shall be of Gypsum Board only, for using any other suitable material for false celling S E's permission shall be sought.

i) The pattern of fixing flooring tiles / stones shall be got approved from Dy. Chief Architect/S E.

j) Prior permission of Chief Engineer in writing is necessary before execution of item of paving block as per Govt. Resolution No. CAT-10/11/ case no. 360/Building, Mantralaya Mumbai, Dated 09/12/2011.

Items of doors and windows with Iron Oxidised fixtures and fastenings are considered. For other types of fixtures and fastenings add percentage as given below per square metre rate.

Aluminium Oxidised / Stainless steel

Aluminium Oxidised / Stainless steel

10) ROAD WORK

11) For bridge work and C.D. work basic lead of 5 Km. is considered.

12 ) Additional lift for bridge items :-

a) Nil

b) 3.50%

13) Work in Foul Condition

15) Hot Mix Hot Laid Bituminous Works

(VI)

a) Rates for collection of material for road work, are at quarry site with lead upto 50 mtrs. Lead charges shall be considered separately while preparing the estimate for road work. For concrete pavement items basic lead of 5 km is considered.

For working out rates for items with leads more than 5 km. the estimate should be prepared for actual leads deducting initial lead charges of 5 km. for all completed items except items of road work.

For additional lift for various bridge items as per list given below , rate shall be increased in percentage given below. Lift is to be measured with respect to common datum level for raft foundation the datum level shall be raft top. For other type of foundation, average bed level shall be treated as datum.

Pier ,Abutment,Returns, Wing wall, Pier cap,Box Returns.Upto 4.00m

For every additional 2.00 m beyond 4.00 m from datum

a) For such work The rate for excavation shall be increased by 25% over the scheduled rates of excavation.

b) For other items required to be executed in foul condition upto Ground Level / Bed Level the rate shall be increased by 5% over schedule rates of individual items of CSR. This increase is over and above the increase admissible under general note 2.

c) The above hike in rates of (a) & (b) shall be subject to the express condition that the prior approval of Superintending Engineer is obtained. The foul condition shall be certified by the Executive Engineer.

a) The items of hot mix hot laid bituminous works are excluding transportation of bulk bitumen from refinery to plant site. Cost of bitumen considered in these items is as rates described in note (3) under column 3 (inclusive of VAT 12.5%) Ex Mumbai refinery.

b) For hot mix hot laid B.T. items rates do not include any initial lead for crushed metal as well as for hot mix material. Lead for transportation of crushed metal from quarry to plant site and lead of transportation of hot mix material from plant to work site shall be added seprately.

c) For transportation of Hot Mix Material from plant to work site , the loose quantity of Hot Mix Material shall be considered while preparing the estimate.

12

BD - A : EXCAVATION

DESCRIPTION OF ITEMS UNIT

Completed Labour

A) Excluding Dewatering i. Lift upto 1.5 m. Cu.m 108.00 108.00 ###

ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 117.00 117.00 ###

iii Lift above 3.00 m. Depth Cu.m 127.00 127.00 ###

B) Including Dewatering i. Lift upto 1.5 m. Cu.m 112.00 112.00 ###


iii Lift above 3.00 m. Depth Cu.m 130.00 130.00 ###Spec.No. : Bd.A.1/Page No.259







Spec. No. : Bd.A. 2/Page No. 259

SR.NO.

& CODE

NO.

RATES FOR 2013-2014 (In Rs.)

% In

1

BDA

1

Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area and stacking or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering, including shoring and strutting as necessary complete.

2

BDA 2

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 meteRs. beyond the building area and stacking or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.

13


Completed Labour

SR.NO.

& CODE

NO.


% In








A) Excluding Dewatering

i. Lift upto 1.5 m. Cu.m 295.00 295.00 ###


B) Including Dewatering

i. Lift upto 1.5 m. Cu.m 298.00 298.00 ###



3 BDA

3

Excavation for foundation in Hard Murum and bouldeRs. including removing the excavated materials upto a distance of 50 meteRs., beyond the building area and stacking or spreading as directed, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.

4 BDA 4

Excavation for foundation in soft rock, and old cement or lime masonry foundations including removing the excavated materials upto a distance of 50 meteRs. beyond the building area and stacking as directed including preparing the bed for the foundation and necessary back filling, ramming, watering, including shoring and strutting etc.complete.

14


Completed Labour

SR.NO.

& CODE

NO.


% In


ii. Lift above 1.5 m to 3.00 m.Depth Cu.m 441.00 323.00 ###B) Including Dewatering

i. Lift upto 1.5 m. Cu.m 423.00 309.00 ###








Cu.m. 54.00 54.00 ###


5 BDA

5

Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling wherever necessary, and removing the excavated materials and stacking it in measurable heaps within a distance of 50 metres beyond the building area including preparing the bed for foundation and necessary back filling, watering, ramming, etc. complete.

6 BDA

6

Excavation for foundation in hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated materials and stacking it in measurable heaps within a distance of 50 meteRs. beyond the building area, including preparing the bed for foundation and necessary back filling, watering, ramming, etc. complete.

7 BDA

10

Filling in plinth and flooRs. with approved excavated materials in 15 cm. to 20 cm. layeRs. including watering and compaction complete.

15


Completed Labour

SR.NO.

& CODE

NO.


% In

Cu.m. 275.00 58.00 ###


Cu.m. 320.00 58.00 ###


Cu.m. 452.00 100.00 ###

8 BDA

11

Filling in plinth and flooRs. with contractoRs. approved material / murum / stone dust in 15cm. to 20cm. layeRs. including watering and compaction complete.( Including Royalty)

9

BDA

13

Providing and filling in the foundation and plinth with sand of approved quality including watering, compaction complete. ( Including Royalty)

10 BDA

14

Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering etc complete. ( Including Royalty)

Spec. No. : As directed by Engineer-in-charge.

5

BD - B : PILE FOUNDATION


Completed Labour

1

i) 20 cm diameter M-20 grade Rmt. 358.00 161.00###

M-25 grade Rmt. 369.00 161.00###

ii) 25 cm diameter M-20 grade Rmt. 526.00 169.00###

M-25 grade Rmt. 537.00 172.00###

iii) 30 cm diameter M-20 grade Rmt. 654.00 177.00###

M-25 grade Rmt. 671.00 177.00###

iv) 37.50 cm diameter M-20 grade Rmt. 898.00 189.00###

M-25 grade Rmt. 922.00 189.00###

2

i) 30 cm diameter M-20 grade Rmt. 688.00 185.00###

M-25 grade Rmt. 706.00 185.00###

ii) 37.50 cm diameter M-20 grade Rmt. 1060.00 198.00###

M-25 grade Rmt. 1095.00 198.00###

SR.NO.

& CODE

NO.


Providing single under reamed piles of specified diameter with following grade of concrete including boring, under reaming in all sorts of soils, filling the bulb and stem with C.C.mix (excluding steel reinforcement) as per detailed specification and drawings etc. complete.

Spec. No. : I.S. 2911 – Part I 1964 Clause No. 6.1.5.

Providing double under reamed piles of specified diameter with following grade of concrete including boring, under reaming in all sorts of soils filling the bulbs and stem with C.C. mix (excluding steel reinforcement) as per detailed specification and drawings etc. complete.

Spec. No. : I.S. 2911 – Part I 1964 Clause No. 6.1.5.

6

BD - C : STRUCTURAL STEEL WORK


Completed Labour

M.T. 59610.00 6680.00###

Spec. No. : Bd.C. 2/Page No. 275

M.T. 53900.00 3275.00###


M.T. 58900.00 4055.00###


SR.NO.

& CODE

NO.


1 BDC

2

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.

2

BDC 3

Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.

3

BDC

6

Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plates, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting,erecting fixing in position, making riveted / bolted / welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.

7


Completed Labour

SR.NO.

& CODE

NO.


M.T. 66300.00 10545.00###


M.T. 61900.00 9950.00###


M.T. 74422.00 6212.00###


4

BDC

8

Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, making riveted /bolted/welded connection and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.

5

BDC

10

Providing and erecting structural steel for sakav with all bracings gusset plates etc. as per detailed design and drawings or as directed including cutting fabricating, hoisting, erecting, fixing in position, making riveted, bolted, welded connection one coat of anticorrosive paint and two coats of oil paint of approved quality and shade complete.

6

BDC

11

Providing, fabricating and erecting at site of work the tubular steel structure (shed) of standard size as per standard design and specifications having various spans ranging from 6 mt. to 18 mt. Length in between trusses and in multiples of standard length of bays as specified as per standard specifications inclusive of cost of steel tubular trusses, tubular columns, (3.5 m.height), purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade complete

8


Completed Labour

SR.NO.

& CODE

NO.


7 M.T. 70270.00 7935.00###

Cm. 3.20 1.00 ###

Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.


8 BDC 12A

Providing Gas or Electrical welding for structural steel sections, plates as per detailed drawing, for less than 10 mm thick section


9

BD - E : PLAIN CEMENT CONCRETE


Completed Labour

Cu.m 2571.00 451.00###

Cu.m 2836.00 451.00###

SR.NO.

& CODE

NO.


1 BDE

1D

Providing and laying in situ, cement concrete in 1:5:10 of trap/ granite/quartzite/gneiss metal for foundation and bedding / below pile caps including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)

Spec. No. : Bd.E. 1/Page No. 287/I.S. 456 (2000)

2 BDE

1C

Providing and laying in situ, cement concrete in 1:4:8 of trap/ granite/quartzite/gneiss metal for foundation and bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


10


Completed Labour

SR.NO.

& CODE

NO.


Cu.m. 3172.00 457.00###

Cu.m. 3806.00 471.00###

3 BDE

1A

Providing and laying in situ, cement concrete M-10/(1:3:6) of trap/granite/quartzite/gneiss metal for foundation and bedding including plywood/steel formwork bailing out water, compacting, finishing uneven and honeycombed surface, curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


4 BDE 1

Providing and laying in situ, cement concrete M-15 of trap/ granite/quartzite/gneiss metal for foundation and bedding including bailing out water, plywood/steel formwork, compacting, finishing uneven and honeycombed surface, curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


11


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C. M-15 Cu.m. 3958.00 498.00###

b) For C.C. M-20 Cu.m. 4202.00 518.00###

Cu.m. 3883.00 548.00###

5

BDE 2

Providing and casting in situ cement concrete of required grade of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


6 BDE

3

Providing and casting in situ cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


12


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C. M-15 Cu.m. 3958.00 498.00###

b) For C.C. M-20 Cu.m. 4202.00 517.00###

a) For C.C. M-15 Cu.m. 4062.00 539.00###

b) For C.C. M-20 Cu.m. 4305.00 552.00###

7 BDE 4

Providing and casting in situ cement concrete of required grade of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


8

BDE 5

Providing and casting in situ cement concrete of required grade of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, plywood/steel formwork, compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)


13

BD - F : REINFORCED CEMENT CONCRETE


Completed Labour

a) For C.C.M-20 Cu.m. 4450.00 605.00###

b) For C.C.M-25 Cu.m. 4602.00 631.00###

a) For C.C.M-20 Cu.m. 4510.00 605.00###

SR.NO.

& CODE

NO.


1

BDF

1A

Providing and casting in situ cement concrete of required grade of trap / granite /quartzite /gneiss metal for R.C.C. pile caps as per detailed design and drawings including bailing out water, steel centering, plywood/ steel formwork, compacting, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give smooth and even surface and curing etc. complete.(excluding reinforcement , including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

Spec.No.: Bd.F.7/Page No.297/I.S. 456 (2000)

2

BDF

3

Providing and laying in situ cement concrete of required grade of trap / granite/ quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strip foundations and footings of R.C.C.columns and steel stanchions including bailing out water, plywood/steel formwork, compaction, curing and roughening the surface if special finish is to be provided, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface etc. complete. (Excluding reinforcement and structural steel, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

14


Completed Labour

SR.NO.

& CODE

NO.


b) For C.C.M-25 Cu.m. 4642.00 631.00###

a) For C.C.M-20 Cu.m. 5666.00 943.00###

b) For C.C.M-25 Cu.m. 5798.00 969.00###

spec.No.: Bd.F.5/Page No. 300/I.S. 456(2000)

Sq.m. 130.00 39.00 ###

Spec.No.: As directed by Engineer- in-charge.

3

BDF

5

Providing and casting in situ cement concrete of required grade of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed design and drawings or as directed, including steel centering, plywood/steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. Including use of plastisizer wherever necessary as directed by Engineer (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

4 BDF

27

Providing and laying 50 mm thick layer in cement mortar 1:8 below plinth beam including floating, watering, curing and leveling and ramming the bed if necessary before laying the layer etc. complete.

15


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C.M-20 Cu.m. 5779.00 1144.00###

b) For C.C.M-25 Cu.m. 5916.00 1166.00###

a) For C.C.M-20 Cu.m. 6105.00 1210.00###

b) For C.C.M-25 Cu.m. 6248.00 1238.00###

5 BDF 6A

Providing and casting in situ cement concrete of required grade of trap / granite /quartzite /gneiss metal for R.C.C. beams and lintels as per detailed design and drawings or as directed,including steel centering, plywood/steel formwork steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. Including use of plastisizer wherever necessary as directed by Engineer-In-charge (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)


6 BDF

9A

Providing and casting in situ cement concrete of required grade of trap / quartzite / granite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, plywood/steel formwork, steel props, compaction finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc.complete.(Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

16


Completed Labour

SR.NO.

& CODE

NO.



a) For C.C.M-20 Cu.m. 6486.00 1216.00###

b) For C.C.M-25 Cu.m. 6618.00 1243.00###

7

BDF

10A

Providing and casting in situ cement concrete of required grade of trap / quartzite /granite /gneiss metal for R.C.C. canopy as per detailed design and drawings including steel centering, plywood / steel formwork, steel props,compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

Spec.No.: Bd.F.10/ Page No.304/I.S. 456 (2000)

8 BDF

16

Providing and casting in situ cement concrete of required grade of trap / granite /gneiss / quartzite metal for R.C.C. fins of required thickness in position as shown on the drawings or as directed by Engineer-in-charge including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

17


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C.M-20 Cu.m. 7590.00 1265.00###

b) For C.C.M-25 Cu.m. 7723.00 1293.00###

a) For C.C.M-20 Cu.m. 6882.00 1172.00###

b) For C.C.M-25 Cu.m. 7014.00 1199.00###


9 BDF

7A

Providing and casting in situ cement concrete of required grade of trap / granite /quartzite /gneiss metal for R.C.C.Portals as per detailed design and drawings or as directed including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block). The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)


18


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C.M-20 Cu.m. 6728.00 1243.00###

b) For C.C.M-25 Cu.m. 6861.00 1271.00###

a) For C.C.M-20 Cu.m. 6358.00 1243.00###

b) For C.C.M-25 Cu.m. 6501.00 1271.00###

10

BDF

15A

Providing and casting in situ cement concrete of required grade of trap /granite / gneiss/ quartzite metal for R.C.C. arches with skew backs as per detailed design and drawings or as directed including steel centering, plywood/steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)


11

BDF 8A

Providing and casting in situ cement concrete of required grade of trap / granite /quartzite /gneiss metal for R.C.C slabs and landings as per detailed design and drawings including steel centering, plywood /steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be and painting to exposed surface and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

19


Completed Labour

SR.NO.

& CODE

NO.



A a) For C.C.M-20 Cu.m. 6409.00 1254.00###

b) For C.C.M-25 Cu.m. 6542.00 1282.00###

B FOR BEAMS & LINTLES

a) For C.C.M-20 Cu.m. 6266.00 891.00###

b) For C.C.M-25 Cu.m. 6406.00 891.00###


12 BDF

Providing and casting in situ cement concrete by using Batching Plant, transit mixer & concret pump of trap/ granite/quartzite/gneiss metal for R.C.C slabs and landings as per detailed design and drawings including steel centering, plywood/steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and painting to exposed surface and curing etc. complete. (Excluding reinforcement & including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed)

20


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C.M-20 Cu.m. 6409.00 1254.00###

b) For C.C.M-25 Cu.m. 6542.00 1282.00###

a) For C.C.M-20 Cu.m. 6017.00 1012.00###

b) For C.C.M-25 Cu.m. 6150.00 1040.00###

13 BDF

13A

Providing and casting in situ cement concrete of required grade of trap / quartzite /granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)


14 BDF 23, 24

Providing and casting in situ cement concrete of required grade of trap metal for RCC grid beam with slab as per detailed design and drawing with centering, plywood form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface or roughening them if special finish is to be provided and curing (Excluding reinforcement, including cover block) complete. (Wooden planks shuttering will not be allowed)

21


Completed Labour

SR.NO.

& CODE

NO.


Spec No.: As directed by Engineer-in-charge.

a) For C.C.M-20 Cu.m. 6017.00 1012.00###

b) For C.C.M-25 Cu.m. 6150.00 1040.00###

16 No. 65.00 9.00


15 BDF 14A

Providing and casting in situ cement concrete of required grade of trap / quartzite /granite /gneiss metal for R.C.C.newel posts of staircase as per detailed design and drawings including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)


Providing and fixing in position in R.C.C. slab during laying rectangular 2 mm thick M.S. Sheet iron box 180 mm x 100 mm and of required depth with holes or notches as required, bottom and top lids of 1.6 mm thick M.S. sheet fixed with 3.5 mm dia round head Screwed together with Fan dia.M.S. bar bent to shape with hooked ends (for fan hooks) as per standard design including painting to exposed portion complete.

22


Completed Labour

SR.NO.

& CODE

NO.


a) Plasticizer Cu.m. 156.00 3.50

b) Superplasticizer Cu.m. 200.00 3.50

a) For C.C.M-20 Cu.m. 8180.00 1485.00###

b) For C.C.M-25 Cu.m. 8313.00 1513.00###

Cu.m. 7595.00 1850.00

17 BDF

8B

Providing and Adding Melamine based admixture to concrete to have water reducing air entraining plastisizier/superplastisizier property to comply with I.S.9103/1979 at 1% of cement or as per approved manufacturer's specifications.

18 BDF 11A

Providing and casting in situ cement concrete of required grade of trap / granite / gneiss / quartzite metal for R.C.C. pardi 75 mm thick including steel centering, plywood /steel formwork, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening them if special finish is to be provided and curing etc.complete.(Excluding reinforcement, including cover block) The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.( Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) (Wooden centering will not be allowed)


19BDF

11

Providing and laying in situ M-20 Cement concrete or trap / granite / quartzite / gneiss metal for RCC work of walls including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honey combed surface only. (Excluding reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).


23


Completed Labour

SR.NO.

& CODE

NO.


a) Mild steel M.T. 53300.00 3995.00###

M.T. 54680.00 3995.00###

Spec.No.: Bd.F.17/Page No.306

Sq.m. 397.00 81.00 ###

Spec.No.: Bd.F.20 / Page No.307

Sq.m. 554.00 97.00 ###

Spec.No.: Bd.F.20 / Page No.307

20 BDF

17

Providing and fixing in position reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed.

b) For TMT / HYSD steel bars

21 BDF 19

Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 50 mm thick of approved design on both sides fixing in cement mortar 1:3 and curing complete. (with 3 mm diameter mild steel bar reinforcement)

22 BDF

19A

Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 80 mm thick of approved design on both sides fixing in cement mortar 1:3 and curing complete.(with 3 mm diameter mild steel bar reinforcement)

24

BD - G : BRICK WORK


Completed Labour

Cu.m. 3256.00 447.00

Spec.No.: Bd.G.1/Page No.313

Cu.m. 3131.00 447.00


Cu.m. 3306.00 483.00


Cu.m. 3181.00 483.00


SR.NO.

& CODE

NO.


1

BDG

1

Providing Fly ash lime brick masonry (bricks conforming to I.S.12894 : 1990 of size 19 cm x 9 cm x 9 cm ) in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering complete.

2

BDG

1

Providing 2nd class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering complete.

3 BDG 5

Providing Fly ash lime Brick masonry ( Bricks conforming to I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6 in super structure including striking joints, racking out joints watering and scaffolding complete.

4 BDG

5

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in super structure including striking joints, racking out joints wateringand scaffolding complete.

25


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 531.00 88.00


Sq.m. 511.00 88.00


Sq.m. 465.00 90.00


Cu.m. 3200.00 575.00


5 BDG

7

Providing Fly ash lime Brick masonry (Bricks conforming to I.S. 12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm.diameter/2 hoop iron strips 25 mm x 1.6 mm placed at every third course, properly bent and bounded at ends scaffolding, racking out joints and watering complete

6 BDG 7

Providing second class Burnt Brick masonry with conventional / I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm. diameter/2 hoop iron strips 25 mm x 1.6 mm placed at every third course, properly bent and bounded at ends scaffolding, racking out joints and watering complete.

7 BDG

8

Providing Burnt Brick - on - edge masonry with second class bricks of conventional type in cement mortar 1:3 including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / one strip hoop on 25 mm x 1.6 mm placed at every third course, properly bent and bounded at ends scaffolding, racking out joints and watering complete.

8 BDG

10A

Providing Second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking joints and watering in pillars of rectangular or square shapes as shown in the drawings.

26


Completed Labour

SR.NO.

& CODE

NO.


Cu.m. 3465.00 600.00


Cu.m. 2757.00 465.00


Cu.m. 7185.00 453.00

Spec.No.: Bd.G.20/Page No. 323

9 BDG

10B

Providing Second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking joints and watering in pillars of curved shape as shown in the drawings.

10

BDG

13

Providing Second class Burnt Brick masonry coping of conventional/ I.S. type bricks in C.M. 1:6 of rectangular chamfered or other shape as per detailed drawings over plinth, parapet wall including racking out joints and watering complete.

11 BDG

Providing Brick work of fire bricks to the shape and size as shown on drawing in fire clay 1:5 proportion including scaffolding, racking out joints pointing and curing complete.

27

BD - H : STONE MASONARY


Completed Labour

Cu.m. 1278.00 280.00

Spec.No.: Bd.H.1/Page No.329

Cu.m. 1432.00 316.00


Cu.m. 1575.00 483.00


Cu.m. 1515.00 465.00


Cu.m. 1875.00 593.00

SR.NO.

& CODE

NO.


1 BDH 1

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailing out water, striking joints on unexposed faces and watering complete.

2

BDH

4

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar 1:6 in super structure including racking out joints when plastering is to be done/striking joints when no plastering is to be done watering and scaffolding.

3 BHS

14

Providing coursed rubble masonry 1st sort of trap / granite / quartzite / gneiss stones in C.M. 1:6 in super structure including racking out joints on the inside when plastering is to be done watering and scaffolding etc. complete.

4 BDH

12

Providing coursed rubble masonry 2nd sort of trap / granite / quartzite / gneiss stones in C.M. 1:6 in super structure including racking out joints where plastering is to be done and striking joints when no plastering is to be done on the inside, watering scaffolding etc. complete. ( To be executed with prior permission of S.E.)

5 BDH

40

Providing coursed rubble masonry 1st sort for pillars of trap / granite / quartzite / gneiss stones in C.M.1:6 including pointing with C.M.1:3 scaffolding and watering etc. complete. (To be executed with prior permission of S.E.)

28


Completed Labour

SR.NO.

& CODE

NO.


Spec.No. : Bd.H. 40/Page No. 345

28

BD - I : BLOCK MASONARY


Completed Labour

Sq.m. 360.00 142.00

Spec.No.: Bd.I.1/Page No.349

Sq.m. 738.00 214.00

Spec.No.: Bd.I.1/Page No.349

SR.NO.

& CODE

NO.


1

BDI

1

Providing and laying I.S. standard C.C. hollow block 100 mm x 200 mm x 400 mm (100 mm thick) in C.M. 1:6 including racking out joints, when plastering is to be done/striking joints when no plastering is to be done, curing and scaffolding etc. complete.

2 BDI

2

Providing and laying I.S. standard C.C.hollow block 200 mm x 200 mm x 400 mm (200 mm thick) in C.M. 1:6 for super structure including racking out joints, when plastering is to be done/striking joints when no plastering is to be done curing and scaffolding etc. complete.

29

BD - J : WATER PROOFING


Completed Labour

Sq.m. 230.00 45.00 ###

Spec.No.: Bd.J.2/Page No.355

Sq.m. 425.00 80.00 ###


Cu.m. 2860.00 910.00 ###


4 Sq.m. 185.00 60.00 ###


SR.NO.

& CODE

NO.


% In

1 BDJ

Providing and laying damp proof course 50 mm thick in (1:2:4)/ M-15 cement concrete layer and bitumen felt using cement with water proofing compound etc. complete.

2 BDJ

7

Providing cement based water proofing treatment to terrance (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee on court fee stamp paper of Rs. 100/- including ponding test etc. complete.ponding test etc. complete.

3 BDJ

9

Providing water proofing in W.C. and bath including B.B. Coba in all position consisting of specialised approved waterproofing compound and materials as per manufacturers specifications and covering 10 years guarantee on court fee stamp paper of Rs.100/- including all lead, lift and ponding test etc. complete.

Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.100/- including ponding test etc. complete.

30


Completed Labour

SR.NO.

& CODE

NO.


% In

5 Sq.m. 475.00 87.00 ###


6 Sq.m. 600.00 125.00 ###

Spec.No.: As directed by Engineer in charge.

7 Sq.m. 215.00 80.00 ###

Providing and laying Hyperplas standard or equivalent polymeric multiple monolithic five layer water proofing flexible, pliable and high tensile strength membrane (3 kg/sqm) & consist of centre core of 90 micron thick High Molecular High density Polyethylene film (HMHDPE) which is protected on both the side with polymeric mix. Applying the membrane by thermofusing to roof & parapet after applying thin film of hot blown bitumen 85/25 or 90/15 grade @ 1.2 kg/sqm maximum as per surface condition or Hyperplas primer @ 250 gms/sqm as per site condition on the surface to be treated with 10 cm overlapping including finishing etc. complete and covering guarantee of 10 years on stamp paper of Rs. 100/- and as directed by Engineer-in-charge. (Prior permission of S.E.in writing is necessary before inclusion of this item in estimate).

Providing and laying Hyperplas Aluminum or equivalent polymeric multiple monolithic five layer water proofing flexible, pliable and high tensile strength membrane (3 kg/sqm) which is comprise of top with "V" shape embossed 40 micron Aluminum foil to bear thermal expansion and avoiding delamination & consist of centre core of 90 micron thick High Molecular High density Polyethylene film (HMHDPE) which is protected on both the side with polymeric mix. Applying the membrane by thermofusing to roof & parapet after applying thin film of hot blown bitumen 85/25 or 90/15 grade @ 1.2 kg/sqm maximum as per surface condition or Hyperplas primer @ 250 gms/sqm as per site condition on the surface to be treated with 10 cm overlapping including finishing etc. complete and covering guarantee of 10 years on stamp paper of Rs. 100/- and as directed by Engineer-in-charge. (Prior permission of S.E.in writing is necessary before inclusion of this item in estimate).

Providing and laying mechanical protective layer over water proofing membrane with cement screed plaster 1:5 after laying chicken mesh over membrane including curing etc. complete 20 mm thick with cost of chicken mesh etc. complete and covering 10 years guarantee on court stamp paper of Rs.100/- including necessary testing specified by Engineer (Prior permission of S.E. is necessary before inclusion of this item in estimate)(Note :- This item shall be executed over item no. 5 of BD-J Water Proofing)

31


Completed Labour

SR.NO.

& CODE

NO.


% In


8 Sq.m. 900.00 140.00 ###

(Note : for slanting length upto. 5.0 m )


Providing Water proofing treatment to newly laid fully cured concrete slab of terraces by applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make (such as Master Seal 550/ brush bond / RoffSupercrete / Webercrete / Monobond /Perma shield / Hypercrate / Master Crete M 81) and Cement in 1 : 2 proportion ( 1 litre polymer : 2 Kg. Cement) or Rohnex water proofing system in two coats(1kg powder,700 ml water and polymer jelly for first coat & 1 kg powder,500 ml water & polymer jelly for second coat )to a neatly cleaned and dust free concrete surface and upto 300 mm. over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it, followed by protective mechanical cover of 40 mm to 75 mm. thick cement concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and water proofing compound of approved make and polypropylene fibres @ 125 gm per bag of cement within it confirming to IS, in pannels of 3m/4m oras per site condition & filling the joints with polt sulphide sealant(0.08 kg per sq.mt.) after curing

including providing holler with drip moulds at the junction and finishing the concrete surface with neat cement slurry,polypropylene fibres @ 125 gm per bag of cement within it confirming to IS, in pannels of 3m/4m oras per site condition & filling the joints with polt sulphide sealant(0.08 kg per sq.mt.) after curing including providing holler with drip moulds at the junction and finishing the concrete surface with neat cement slurry,incuding curing as directed and ponding the surface as directed etc.complete ; covering 10 years guarantee against leakproofness on court Fee stamp paper of Rs 100/-

32


Completed Labour

SR.NO.

& CODE

NO.


% In

9 Sq.m. 965.00 170.00 ###

(Note : for slanting length upto 5.0 m)

Providing Water proofing treatment to old terraces by removing existing treatment, sealing of cracks by non shrink crack fill compound applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make (such as Master Seal 550/ brush bond/ RoffSupercrete / Webercrete / Monobond / Perma shield / Hypercrate / Master Crete M 81) and Cement in 1 : 2 proportion (1 litre polymer : 2 Kg Cement )or Rohnex water proofing system in two coats(1kg powder,700 ml water and polymer jelly for first coat & 1 kg powder,500 ml water & polymer jelly for second coat) to a neatly cleaned and dust free concrete surface and upto 300 mm over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it, followed by protective mechanical cover of 40 mm to 75 mm. thick cement concrete of 1:2:3 proportion using coarse aggregate of 10 MSA and water proofing compound of approved make and polypropylene fibres @ 125 gm per bag of cement within it conforming to IS in pannels of 3m/4m oras per site condition & filling the joints with polt sulphide sealant(0.08 kg per sq.mt.) after curing, including providing holler with drip moulds at the

junction and finishing theconcrete surface with neat cement slurry including curing as directed and ponding the surface as directed etc. complete; covering 10 years guarantee against leakproofness on Court Fee Stamp Paper of Rs. 100/-

(Excluding grouting and Removing existing treatment to be paid separately as required)

Spec. No. As directed by Engineer-incharge and as per manufacturers specifications.

33


Completed Labour

SR.NO.

& CODE

NO.


% In

10 Sq.m. 880.00 135.00 ###


( Note :- For Slanting length more than 5.0 m)

Providing water proofing treatment to newly laid fully cured concrete slab of terraces by applying first coat of polymer modified semi - viscous paste prepared by mixing polymer of approved make (such as Master Seal 550 / brush bond/ RoffSupercrete /Webercrete /Monobond / Perma shield / Hypercrate / Master Crete M 81) and Cement in 1:2 proportion (1 litre polymer : 2 Kg Cement)or Rohnex water proofing system in two coats(1kg powder,700 ml water and polymer jelly for first coat & 1 kg powder,500 ml water & polymer jelly for second coat) to a neatly cleaned and dust free concrete surface and upto 300 mm over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, laying mechanical protective cover to polymer coating treatment with brick bat coba with burnt broken brick bats laid in C.M. 1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer, joints of Brick Bats with C.M. 1:3 admixed with approved water proofing compound and finally top finishing with average 20mm thick layer of same mortar added with polypropylene fibers at 125 gm per bag of cement including finishing the surface smooth with neat

cement slurry admixed with approved water proofing compond, Marking finished surface by false squares of 300 mm x 300 mm, Making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and prapet and curing and covering 10 years Guarantee against leakproofness on court fee stamp paper Rs. 100/- including ponding test etc. complete

34


Completed Labour

SR.NO.

& CODE

NO.


% In

11 Sq.m. 915.00 160.00 ###

( Note :- For Slanting length more than 5 m)


Providing water proofing treatment of Old Terraces by removing existing treatment. Sealing of cracks by non shrink cracks fill compound by applying first coat of polymer modified semi-viscous paste prepared by mixing polymer of approved make (such as Master Seal 550/ brush bond / RoffSupercrete/ Webercrete/ Monobond / Perma shield / Hypercrate / Master Crete M 81) and Cement in 1:2 proportion ( 1 litre polymer : 2 Kg Cement)or Rohnex water proofing system in two coats(1kg powder,700 ml water and polymer jelly for first coat & 1 kg powder,500 ml water & polymer jelly for second coat) to a neatly cleaned and dust free concrete surface and upto 300 mm over parapet wall prepared by removing loose and deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, laying mechanical protective cover to polymer coating treatment with brick bat coba with burnt broken brick bats laid in C.M. 1:5 admixed with approved water proofing compound, filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M. 1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm thick layers of same mortar added with polypropylene fibres at 125 gm per

bag of cement including finishing the surface smooth with cement slurry admixed with approved water proofing compound, Marking finished surface by flase squares of 300 mm x 300 mm making thejunctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on court fee stamp paper of Rs. 100/- including ponding test etc. complete

(Excluding grouting and Removing existing treatment to be paid separately as required)

35


Completed Labour

SR.NO.

& CODE

NO.


% In

12 Sq.m. 960.00 245.00 ###


Providing water proofing treatment to Bath & W.C. sunk by applying first coat of polymer modified semi-viscous paste prepared by applying grouting with cement slurry admixed with non shrink grout additives as per manufacturers specifications, mixing polymer of approved make (such as Master Seal 550/ brushbond/ RoffSupercrete/ Webercrete/ Monobond / Perma shield / Hypercrate / Master Crete M 81) and cement in 1:2 proportion (1 litre polymer : 2 Kg Cement)or Rohnex water proofing system in two coats(1kg powder,700 ml water and polymer jelly for first coat & 1 kg powder,500 ml water & polymer jelly for second coat to a netly cleaned and dust free concrete surface prepared by removing looseand deposited material with brush and water, laying glass fibre mesh of 10 x 10 specification of approved make over tacky surface of first coat of polymer followed by second coat in transverse direction, sprinkling coarse sand over it followed by protective mechanical cover of 15 to 20 mm thick polymer modifiedplaster to coated surface of sunk @ 2 litre per bag of cement and filling joints with non shrink compound and covering 10 years guarantee against leakproofness on court fee stamp paper of Rs. 100/-

(excluding Brick Bat Coba and plaster below flooring )

36

BD - J-1 : REPAIRS & REHABILITATION


Completed Labour

1 Sq.m. 575.00 90.00


2 Kg. 250.00 60.00


SR.NO.

&

CODE NO.


Providing and applying water proofing treatment to vertical surface of brick and R.C.C. wall, elevated and overhead R.C.C./ brick water tanks and sumpwell etc. in all directions by using standard acrylic copolymer coating of Roff Hyguard, Monopol 456, Dr. Fixit Pidilite 2K or equivalent in two coats including cleaning the surface by wire brush, washing and drying including covering gurantee of 10 years on court stamp paper of Rs. 100/-, and as directed by Engineer in charge etc. complete.(Prior permission of S.E.in writing is necessary before inclusion of item in estimate).

Providing Grouting by specially prepared grout of Weber crete / Roff Supercrete / Polyalk WP / Monobond /Perma shield / Hypercrate or equivalent with cement in proportion 1 : 3.5 (1 part chemical & 3.5 part cement by weight) along with 50 ml super plasticizer Roff Plast 320 / sun polycrete NCT/perma plast/ supercon 100 or non shrinking non cracking antiwash high strength polymer cement grout PC grout available in bags or equivalent with proper water for injectable consistency and applying it in the body of structure like slab, beam, column, pillars , deckslab, retaining wall, basement, underground & elevated water storage reservoir concrete & brick wall, crack portion of structure etc. by injecting method, to achieve its original strength including drilling of suitable diameter drills holes at 2 to 4 Nos. per sqm using caps & nozzle grouting machinery necessary, scaffolding, finishing & covering guarantee of 10 years on court stamp paper of Rs. 100/- & necessary testing etc. complete. (Prior permission of S.E.in writing is necessary before inclusion of item in estimate).

37


Completed Labour

SR.NO.

&

CODE NO.


3 Sq.m. 830.00 75.00


Providing & applying polymer modified plaster of 20mm thick in C.M. 1:3 and adding polymer such as Webercrete, Roff Supercrete , Monobond ,Perma shield , Hypercrate, , Dr. Fixit Powercrete at 6.00 litres in 1 bag of Cement and polyprolen fibers @ 125 gm per bag of cement to damaged structural concrete members by removing chipping out loose concrete,cleaning surface by wire etc including curing with covering guarantee on court stamp paper of Rs. 100 /- guarantee. (Prior permission of S.E.in writing is necessary before inclusion of item in estimate).

38

BD - K : EXPANSION JOINTS


Completed Labour

Sq.m. 1480.00 117.00

Spec.No.: Bd.K.1/Page No.359

Sq.m. 2006.00 146.00


Sq.m. 2445.00 220.00


Sq.m. 3690.00 373.00


SR.NO.

& CODE

NO.


1 BDK 1

A

Providing expansion joints in R.C.C. framed structure (interior column) with plain premoulded filler 25mm thick including fixing T.W. battens both faces and finishing etc. complete as directed.

2

BDK

1 B

Providing expansion joints in R.C.C. framed structure (exterior columns) with plain premoulded filler 25 mm thick and 3 mm thick aluminium plate, hold fast, fixing T.W. battens on internal face, finishing etc. complete as directed.

3 BDK

1C

Providing expansion joints in R.C.C. framed structure (at floor level) with premoulded filler 25mm thick and 3 mm thick aluminium plate as required, bitumen poured filler and fixing T.W. battens on rear faces etc. complete as directed.

4 BDK 1D

Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bituminous poured filler, fixing lead, flushing on upper side and T.W. battens and inner face finishing etc. complete as directed.

39

BD - L : PLASTERING AND POINTING


Completed Labour

Sq.m 89.50 25.00 ###

Spec.No.: Bd.L.1/Page No.367

Sq.m 93.00 28.00 ###


Sq.m 114.00 52.00 ###


Sq.m 118.00 51.00 ###


Sq.m 128.00 48.00 ###


SR.NO.

&

CODE NO.


1

BDL

1

Providing internal cement plaster 6mm thick in a single coat in cement mortar 1:4 to concrete surface in all positions including scaffolding and curing.Providing groove at joint of B.B.Masonry and concrete members complete.

2 BDL

1A

Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 to concrete surface in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete

3 BDL

2

Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:5 to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B. Masonry and concrete members complete

4 BDL

2 A

Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:4 to concrete or brick surface in all positions including scaffolding and curing complete. Providing groove at joint of B.B.Masonry and concrete members complete.

5 BDL

2B

Providing internal cement plaster 12 mm thick in a single coat in cement mortar 1:3 to concrete or brick surface in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete.

40


Completed Labour

SR.NO.

&

CODE NO.


Sq.m 186.00 62.00 ###


Sq.m 187.00 63.00 ###


Sq.m 196.00 62.00 ###


Sq.m 203.00 64.00 ###


Sq.m 233.00 66.00 ###

Spec.No.: Bd.L.5/Page No. 368

6

BDL

3

Providing internal cement plaster 20mm thick in a single coat in cement mortar 1:3 to stone masonry surfaces in all positions including scaffolding and curing. Providing groove at joint of stone masonry and concrete members complete.

7

BDL

4

Providing internal cement plaster 20mm thick in a single coat in cement mortar 1:5 to concrete, brick surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete.

8 BDL

4A


9 BDL

4B


10 BDL

5

Providing internal cement plaster 25 mm thick in single coat in cement mortar 1:4 to concrete, brick, stone surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B. Masonry and concrete members complete.

41


Completed Labour

SR.NO.

&

CODE NO.


Sq.m. 280.00 85.00 ###

Spec.No.: Bd.L.7/Page NO.369

12 Sq.m. 286.00 86.00 ###

Spec.No. Bd.L.8/page No. 370

Sq.m. 297.00 89.00 ###


Sq.m. 16.50 7.80


Sq.m. 21.00 10.00 ###

11 BDL

7

Providing sand faced plaster for external portion in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15 mm. Thick in C.M. 1:4 using water proofing compound at 1 kg per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking out grains, making grooves and curing for fourteen days scaffolding etc. complete.

Providing rough cast cement plaster for external portion in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick in proportion 1:3 including scaffolding , making grooves and fourteen days curing complete.

13 BDL

9

Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete / brick / stone masonry surfaces in all positions with base coat 12 to 15 mm thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1 : 1.5 : 3 using coloured pigment including scaffolding, making grooves and fourteen days curing etc. complete.

14 BDL

10

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.

15 BDL

Providing neat cement finish to plastered surfaces .

42


Completed Labour

SR.NO.

&

CODE NO.



Sq.m. 414.00 144.00###


17

By trawel Sq.m. 456.00 179.00###

By Roller spring Sq.m. 421.00 179.00###


18 Sq.m. 599.00 264.00###


16 BDL

11

Providing exterior stonecrete facing of approved colour and dressing with base coat of 12 to 15mm thick in cement mortar 1:3 using water proofing compound at 1kg/bag to brick or stone masonry or concrete surfaces in all positions including final coat of stonecrete facing of required thickness but not less than 12mm thick in proportion 1:3 using gray cement and colour pigment scaffolding and fourteen days curing complete. (Prior written permission of S.E. should be taken before inclusion of item in estimate.)

Providing and applying granular textured finish 1.5mm thick to old / new surfaces in decorative finish in approved colour and shade as directed by engineer-in-charge including scrapping preparing the surface scaffolding etc. complete.

Providing and applying synthetic plaster 2.00 to 2.5 mm thick to new cement plaster surface in proper line level and finishing in various shades as directed by engineer incharge including cleaning, scrapping of surface etc. complete. The item includes 2 coats of synthetic acrylilc coating scratch plaster and 2 coats of textured paint.

43


Completed Labour

SR.NO.

&

CODE NO.


19 Sqm 861.00 354.00###


20 Sqm 745.00 215.00###


Providing and applying external Stonecrete Plaster 8 to 10 mm thick in one coat of approved colour and shade, over base coat of 8 to 12 mm thick rough cement plaster in C.M. 1:4, in ratio 1 : 1 : 2.5 [ 1 part Birla White Cement, 1 part Dolomite / Calcite / Marble powder and 2.5 part quartz sand /Marble chips (Zero No.)] using water proofing compound. (Impermo – Snowcem make or equivalent) @ 2% by weight of white cement and adding synthetic inorganic colour pigments as per desired shade, to brick or concrete surfaces in all positions, making grooves, chiseling to give Ashlar Stone Finish, Washing and cleaning the surface, applying water repellent (Perma make or equivalent)including scaffolding, curing etc. complete.

Providing and applying stone grit wash plaster on exterior walls in two layers, under layer 12 mm thick cement plaster in c.m. 1:4 in gray cement, furrowing the under layer with scratching tools, applying white cement slurry on the under layer @2kg. / per sqm. top layer 15 mm cement plaster in proportion 1: ½ : 2 (Birla white cement : ½ coarse sand : 2 stone chipping 10mm nominal size) in panels with grooves all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chipping, including, scaffolding, curing etc. complete.

44


Completed Labour

SR.NO.

&

CODE NO.


21 Sq.m. 184.00 46.00 ###


Sq.m. 104.00 31.00 ###


23 Rmt. 6.40 6.00 ###

Spec.No. : As directed by Engineer- in-charge

24

50 mm wide Rmt. 26.00 15.00 ###

100 mm wide Rmt. 33.00 20.00 ###

150 mm wide Rmt. 39.00 24.00 ###

Providing and applying spray plaster in C.M. 1:3 made with finely graded sand in two coat, each of 2 mm thick using putty- knife or trowel to newly plastered or fairly even surface after minimum 30 days gap in all position including finishing the surface using `0' number sand paper or fine emery paper and bringing to required level and surface by moving paper in round circle rubbing dust and cleaning the surface with dry cloth and scaffolding including all material and labour etc. complete.

22

BDL 1

Providing cement plaster 6 mm thick to ceiling in single coat in cement mortar 1:3 with out putty to concrete surface in all positions including scaffolding and curing etc. complete.

Providing groove to required size at specified location as directed by Engineer, at junction of brick masonry wall and R.C.C beams or Column, at junction of composite masonry, including scaffolding, finishing, curing etc. complete.

Providing patta on concrete/ plastered surface 12 mm to 15 mm thick in C.M.1:3 in line, level, including drip mould if necessary, scaffolding, finishing, curing etc. complete.

45


Completed Labour

SR.NO.

&

CODE NO.


Spec.No. : As directed by Engineer- in-charge.

25 Rmt. 48.00 11.00 ###

26 Rmt 12.50 8.00 ###

27 Rmt. 50.00 -

Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete or/B.B.masonry and or tying by binding wire etc. complete.


Providing cement paste 2.50 cm on either side of edges of plaster for doors & windows including scaffolding ,finishing, curing etc. complete.


Providing and fixing glass fiber mesh Alkali resistance, 50 gsm, 10 * 10 about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including applying bond coat of acrylic polymer & cement by brush in 1:1 proportation, fixing mesh over it, tying by nails & binding wire etc. complete.


48

BD - M : PAVING, FLOORING AND DADO


Completed Labour

Sq.m. 262.00 57.00

Spec.No.: Bd.M.1/Page No.379

Sq.m. 502.00 92.00


Sq.m. 521.00 105.00


Sq.m. 556.00 108.00


SR.NO.

& CODE

NO.


1 BDM

1

Providing and laying rough Shahabad Stone Flooring 20mm to 25 mm thick and of required width in plain/diamond pattern on a bed of C.M. 1:6 including cement float, striking, joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.

2

BDM

3

Providing and laying polished Shahabad Stone Flooring 20 mm to 25 mm thick and of required width in plain/diamond pattern on a bed of C.M. 1:6 including cement float, filling joints with neat cement slurry, curing polishing and cleaning complete

3

BDM

4

Providing and laying polished Shahabad Stone Flooring 20 mm to 25 mm thick and of required width in plain/diamond pattern with black polished kaddappa slab for border or any other design on a bed of C.M. 1:6 including cement float, filling joints with neat cement slurry, curing polishing and cleaning complete

4 BDM

5

Providing and fixing in required position skirting or dado of polished Shahabad stone slabs 20 mm to 25 mm thick and required width on after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

49


Completed Labour

SR.NO.

& CODE

NO.


5 Sq.m. 714.00 92.00


Sq.m. 761.00 102.00


Sq.m. 790.00 109.00


Sq.m. 205.00 74.00

Spec.No. : Bd. M. 7/Page No. 383

Providing and laying hand cut polished kota stone Flooring 20 mm to 25 mm thick plain pattern on a bed of C.M. 1:6 including cement float, filling joints with neat cement slurry, curing rubbing, polishing and cleaning complete

6 BDM

3B

Providing and laying hand cut polished kota stone Flooring 20 mm to 25 mm thick diamond pattern on a bed of C.M. 1:6 including cement float, filling joints with neat cement slurry, curing rubbing, polishing and cleaning complete

7

BDM

5B

Providing and fixing in required position skirting or dado of polished Kota stone slabs 20 mm to 25 mm thick and required width after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.

8 BDM

7

Providing and laying cement concrete flooring 40 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays, including compacting, PVC/ Glass/Aluminum strips at joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other size laid diagonally/square etc. finishing smooth(with extra cement) in any colour as directed and curing complete.

50


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 250.00 74.00

a) With Iron filings and flakes in flooring Sq.m. 260.00 81.00


Sq.m. 307.00 67.00

Spec.No.:Bd.M.8/Page No.383

Sq.m. 339.00 77.00


Sq.m. 316.00 67.00

9

BDM

6A

Providing and laying cement concrete flooring 50 mm thick with 1:2:4 cement concrete laid to proper level and slope in alternate bays, including compacting, PVC/ Glass/Aluminum strips at joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other size laid diagonally/square etc. finishing smooth (with extra cement) in any colour as directed and curing complete.

10 BDM

8

Providing and laying flooring of plain cement tiles of size 25cm x 25 cm and 20 mm thick on bed of 1:6 cement mortar including neat cement float, joints with neat cement slurry, curing, polishing and cleaning without border/with border /with pattern cement tiles of gray colour.

11 BDM

9

Providing and fixing plain cement tiles of size 25 cm x 25 cm and 20 mm thick for dado and skirting in required position after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive including filling joints with neat cement slurry, curing, rubbing, polishing and cleaning complete.

12 BDM

10

Providing and laying plain coloured cement tiles of size 25 cm x 25 cm and 20mm thick approved shade of blue/green/red colour/ other than these colours for flooring in required position on a bed of C.M. 1:6 including neat cement float, filling joints with neat cement slurry mixed with approved shade of pigment to match the colour of tiles, curing and machine polishing complete without border/with border and/or a pattern of coloured tiles.

51


Completed Labour

SR.NO.

& CODE

NO.



Sq.m. 349.00 77.00


Sq.m. 671.00 98.00


Sq.m. 705.00 119.00


13 BDM

11

Providing and fixing plain coloured cement tiles of approved shade of blue/green/red coloured/other than these colours for dado and skirting in required position on plaster after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive including filling joints with neat cement slurry mixed with approved shade of pigment to match the colour of tiles, curing, rubbing and polishing complete.

14 BDM 12

Providing and laying white glazed tiles of all sizes and minimum thickness of 5 to 6 mm for flooring in required position laid on bed of C.M.1:6 including neat cement float, filling joints with neat white cement slurry, curing and cleaning complete. (including all specials required, like round edge tiles, corner cups)

15 BDM

13

Providing and fixing white glazed tiles of all sizes and minimum thickness of 5 to 6 mm for dado and skirting in required positions after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive (including all specials required like round corner tiles, angles, cups etc.) filling joints with white cement slurry, curing and cleaning complete.

52


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 696.00 98.00


Sq.m. 730.00 119.00


Sq.m. 865.00 208.00


Sq.m. 900.00 236.00


16 BDM

12A

Providing and laying coloured glazed tiles of all sizes and minimum thickness of 5 to 6 mm for flooring in required position laid on bed of C.M.1:6 including neat cement float (including all specials required like round edge tiles, corner cups etc.) filling joints with neat white cement slurry curing and cleaning complete.

17

BDM

13A

Providing and fixing coloured glazed tiles of all sizes and minimum thickness of 5 to 6 mm for dado and skirting in required positions after making the wall portion to required level with C.M.1:4 and fixing tiles with ready made adhesive excluding all specials required like round corner tiles, angles, cups etc. filling joints with white cement slurry, cleaning, curing complete.

18 BDM

44

Providing and Laying ceramic tiles of approved quality , required size and 5 to 6 mm thickness for flooring in required position laid on bed of C.M.1:4 including cement float, filling joint with white / colour cement slurry, cleaning, curing, complete.

19 BDM

45A

Providing and fixing ceramic tiles of approved quality , required size and 5 to 6 mm thickness for dado and skirting in required position with ready made adhesive mortar of approved quality in required position after making the wall portion in level in plaster of C.M. 1:4 including joint filling with white/colour cement slurry cleaning curing complete.

53


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 381.00 98.00


Sq.m. 419.00 113.00


Sq.m. 446.00 98.00


20 BDM

14

Providing and laying gray cement base marble mosaic tiles 25cm x 25 cm and 20 mm thick of approved colour and pattern with white and coloured marble chips upto maximum size 6 mm for flooring in required position set on bed of C.M. 1:6 including neat cement float, filling joints with neat coloured cement slurry, curing polishing and rubbing complete.

21 BDM

25

Providing and fixing Gray cement base marble mosaic tiles 25 cm x 25 cm and 20 mm thick of approved colour and pattern with white and coloured marble chips upto maximum size 6mm/12mm/20mm for dado and skirting in required position after making the wall portion to required level with C.M.1:4 and fixing tiles/with ready made adhesive including neat cement float, filling joints with neat coloured cement slurry, curing, polishing and rubbing complete

22 BDM 14A

Providing and laying white cement base marble mosaic tiles 25 cm x 25 cm x 20 mm thick of approved colour and pattern with white and coloured marble chips upto maximum size 6mm for flooring in required position set on bed of C.M. 1:6 including neat cement float, filling joints with neat coloured cement slurry, curing polishing and rubbing complete.

54


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 476.00 113.00


24 Sq.m. 335.00 117.00



a) White makrana marble Sq.m. 2356.00 268.00

b) Marble other than white makrana marble Sq.m. 1801.00 268.00

23 BDM 15A

Providing and fixing white cement base marble mosaic tiles 25 cm x 25cm and 20 mm thick of approved colour and pattern with white and coloured marble chips upto a maximum size of 6mm/12mm/20mm for dado and skirting in required position after making the wall portion to required level with C.M. 1:4 and fixing tiles with ready made adhesive including neat cement float, filling joints with neat coloured cement slurry, curing, polishing and rubbing complete.

Providing and laying in required position flooring of TUKDA MOSAIC (Broken Mosaic) Tiles of approved colour and pattern on a bed of C.M.1:4 with water proofing compound in specified proportion including neat ordinary cement/ colour cement float giving proper slope, compacting/setting in position curing, polishing and finishing etc. complete

25 BDM 16

Providing and laying marble slabs or equivalent of size 60 cm x 45 cm and 15 to 18 mm thick of approved quality vein and colour with machine polished surface for flooring in required pattern on bed of C.M. 1:6 including neat white/ coloured slurry, curing polishing, cleaning complete.

55


Completed Labour

SR.NO.

& CODE

NO.





27

a) For flooring Sq.m. 2980.00 268.00

b) For dado and skirting Sq.m. 3015.00 283.00

Spec.No.: As directed by Engineer- in-charge

28

A ) One Side Polished

a) Kadappa Partition 25 mm to 30 mm thick Sq.m. 585.00 168.00

Sq.m. 1910.00 168.00

c) Granite Partition 15 to 18 mm thick Sq.m. 2870.00 180.00

26 BDM

17

Providing and fixing marble slabs or equivalent of size 60 cm x 45 cm and 15 to 18 mm thick of approved quality vein and colour with machine polished surface for dado and skirting after making the required portion in level, in cement plaster 1:4 and fixing the slabs with ready made adhesive including filling joints with neat approved coloured slurry, curing polishing, cleaning complete.

Providing and fixing granite of best quality of approved colour and feature 15 to 18 mm thick in required position with ready made adhesive mortar of approved quality including joint filling with coloured cement slurry cleaning, curing etc. complete . (Prior permission of S.E. is to be obtained before inclusion of this item in the estimate)

Providing and fixing in position Partition of polished Kaddappa / Marble / Granite stone of required thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete.

b) Marble(other than makrana) Partition 15 to 18 mm thick

56


Completed Labour

SR.NO.

& CODE

NO.


B ) Both Side Polished

a) Kadappa Partition 25 mm to 30 mm thick Sq.m. 730.00 251.00

Sq.m. 2055.00 247.00

c) Granite Partition 15 to 18 mm thick Sq.m. 3015.00 259.00


Sq.m. 460.00 145.00


Sq.m. 520.00 174.00


31 Sq.m. 425.00 106.00


b) Marble(other than makrana) Partition 15 to 18 mm thick

29

BDM

18

Providing and laying in situ marble mosaic of 10 mm thickness with white and coloured marble chips upto maximum size of 6mm in white/ coloured cement in suitable panels for flooring including 30mm thick under layer of 1:2:4 cement concrete/Indian patent stone, PVC, glass, aluminum strips to form panels, levelling, compacting, curing, machine polishing and cleaning complete.

30 BDM

19

Providing and laying in situ marble mosaic 6 mm thick dado and skirting in white cement and using white and coloured marble chips in suitable panels on cement plaster 1:3, 20mm. thick including aluminum strips for forming panel, rounding of corners and junctions with flooring and walls, curing, polishing and cleaning complete.

Providing and fixing P.V.C./ Synthetic tiles with ready made adhesive including cleaning surface before laying, etc. complete.

57


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 604.00 133.00


Sq.m. 814.00 159.00


Sq.m. 374.00 98.00


Sq.m. 389.00 98.00

Spec.No.: Bd.M.24/Page No. 390

32 BDM

22

Providing and laying polished Shahabad Stone slabs 20mm to 25mm thick for treads and risers of steps and staircases, with rounded nosing and groove at edge for the treads, on a bed of C.M. 1:4 including cement float filling joints with neat cement slurry, curing, polishing and cleaning complete.

33 BDM 22B

Providing and laying polished Kota Stone slabs 20mm to 25 mm thick for treads and risers of steps and staircases, with rounded nosing and groove at edge for the treads, on a bed of C.M. 1:4 including cement float filling joints with neat cement slurry, curing, polishing and cleaning complete.

34 BDM

23

Providing and laying plain cement tiles for treads and risers of steps and staircases with nosing of treads moulded as per drawings or as directed on a bed of C.M. 1:4 including cement float filling joints with neat cement slurry, curing, polishing and cleaning complete.

35 BDM

24

Providing and laying plain coloured cement tiles of approved shade of blue/green/red colour or other than these colour for treads and risers of steps and staircases with nosing of the treads molded as per drawings or as directed, on a bed of C.M. 1:4 including cement float, filling joints with neat coloured cement slurry to match the colour of the tiles, curing, polishing and cleaning complete.

58


Completed Labour

SR.NO.

& CODE

NO.


a)Grey cement Base Sq.m. 414.00 104.00

b)White cement Base Sq.m. 469.00 104.00





Sq.m. 569.00 99.00


Sq.m. 734.00 105.00


36 BDM

25

Providing and laying marble mosaic tiles of approved colour and pattern with white and coloured marble chips upto the maximum size of 6mm/12mm/20mm for treads and risers of steps and staircases, with nosing for the treads molded as per drawings or as directed, on a bed of C.M. 1:4 including neat cement float, filling joints with neat coloured cement slurry to match the colour of tile, curing, polishing and cleaning complete.

37 BDM 26

Providing and laying marble slabs or equivalent 15 to 18 mm thick of approved quality, vein and colour with machine polished surface, for steps of stair cases on a bed of C.M. 1:4 including rounded nosing for the treads neat cement float, filling joints with coloured cement slurry to match the colour of slabs, curing, polishing, cleaning complete.

38

BDM

29

Providing sills of polished Shahabad stone 25mm to 30mm thick, on a bed of C.M. 1:4 including cement float, filling joints with slurry, curing and machine polishing, rounding edges cleaning complete

39

BDM

29B

Providing sills of polished Kota stone 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with slurry, curing, polishing, rounding edges, cleaning complete.

59


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 559.00 103.00


a) White makrana marble slabs Sq.m. 2449.00 302.00


c) Granite Sq.m. 3059.00 302.00


Sq.M. 358.00 97.00

Spec. No. Bd.M.33(a) Page No. 392

40 BDM

29C

Providing sills of polished Kaddappa stone 20mm to 25mm thick, on a bed of cement mortar 1:4 including cement float, filling joints with slurry, curing, polishing, rounding edges, cleaning complete.

41

BDM

31

Providing sills / jambs / revels of marble slabs or equivalent 15 to 18 mm thick of approved quality vein and colour with machine polished surface on a bed of Cement Mortar 1:4 including neat cement float filling joints with neat cement slurry to match the colour of the slabs curing, polishing and rounding edges, cleaning etc. complete.

42(A) BDM

33A

Providing and laying 25 mm. thick precast polished chequered cement tiles for treads of size 20 cm. x 32 cm. and 20 mm. Thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar in required positions including cement float filling joints with neat cement slurry, curing, polishing and cleaning complete.

60


Completed Labour

SR.NO.

& CODE

NO.


Sq.M. 336.00 98.00

Spec. No. Bd.M.33(a) Page No. 392

43 Sq.m 3158.00 155.00

Sq.m. 328.00 97.00

Spec. No. : Bd.M.33(b) Page No. 392

42 (B) BDM 33A

Providing and laying 25mm thick precast polished chequered cement tiles 25 cm x 25 cm x 20 mm thick of approved colour and pattern with white and coloured marble chips upto maximum size 6mm for flooring in required position set on bed of C.M. 1:6 including neat cement float, filling joints with neat coloured cement slurry, curing polishing and rubbing complete.

Providing and laying granite of best quality 16 to 20 mm thick for treads and risers of steps and staircases, with rounded nosing and groove at edge for the treads on a bed of C.M. 1:4 including cement float filling joints with net cement slurry, curing, polishing, and cleaning complete Spec. No. As directed by Engineer in charge.

44(A) BDM

33B

Providing and laying 25 mm. Thick precast polished chequered coloured cement tiles and pattern for treads of size 20 cm. x 32cm. And 20 mm. Thick plain cement tiles for risers of steps and staircase with nosing of treads moulded as per drawing or as directed on a bed of 1:4 cement mortar in required positions including neat cement float filling joints with neat cement slurry mixed with approved shades of pigment to match the colour of the tiles, curing, polishing and cleaning complete.

61


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 346.00 98.00

Spec. No. : Bd.M.33(b) Page No. 392

Sq.m. 45.00 14.00

Spec.No.: Bd.M.36(B)/Page No.394

Sq.m. 32.00 10.00


Sq.m 584.00 99.00


44(B) BDM

33B

Providing and laying 25mm thick precast polished chequered coloured cement tiles 25 cm x 25 cm x 20 mm thick of approved colour and pattern with white and coloured marble chips upto maximum size 6mm for flooring in required position set on bed of C.M. 1:6 including neat cement float, filling joints with neat coloured cement slurry, curing polishing and rubbing complete.

45 BDM

Providing 15 cm thick murum flooring including watering, ramming, finishing smooth and applying two coats of cow dung wash complete.

46 BDM

Renewing the existing murum flooring with adding 70 mm thick murum, washing with cow dung wash etc. complete.

47 BDM

43

Providing and fixing black Kadappa stone steps, 25 mm thick machine polished, cutting rounding corners, groove on edges laying in position jointing with neat cement slurry on cement mortar bedding in cement mortar 1:4 proportion curing etc. complete.

62


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 385.00 97.00

a) ------ do ------- Fly Ash Brick paving Sq.m. 355.00 97.00

Spec.No.: Bd.M.40/Page No. 396

49 sqm. 130.00 79.00

50

48

BDM 49

Providing BRICK-ON-EDGE paving with IInd class I.S./conventional type burnt bricks in cement mortar 1:4 including sand cushion, flat brick bedding, pointing with cement mortar 1:3 and curing complete.

Providing Mirror Polish to New/old Marble /Kota / granite stone flooring /dado by polishing machine using superior polishing stone of 0 to 6 no.of Suri Company and equivalent and applying superior quality of polishing material including necessary labour and cleaning the srface etc. complete.

Note:-item to be executed with the prior permission from Superintending Engineer.

Providing and Laying vetrified tiles of approved make and quality of required size and thickness for flooring in required position laid on bed of C.M.1:4 including cement float, filling joint with white / colour cement slurry, cleaning, curing, complete.

63


Completed Labour

SR.NO.

& CODE

NO.



a) 600 mm x 600 mm. size sqm. 1200.00 249.00

b) 1000 mm x 1000 mm. size sqm. 1520.00 249.00

51


a) 600 mm x 600 mm. size sqm. 1243.00 240.00

b) 1000 mm x 1000 mm. size sqm. 1567.00 270.00

52

a) Kadappa shelves 25 mm to 30 mm thick sqm. 585.00 170.00

sqm. 1910.00 170.00

c) Granite shelves 15 to 18 mm thick sqm. 2870.00 170.00


53

a) Half moulding Rmt. 60.00 37.00

b) Fullmoulding Rmt. 90.00 56.00

Providing and fixing vetrified tiles of approved make and quality of required size for dado and skirting in required position with ready made adhesive mortar of approved quality in required position after making the wall portion in level in plaster of C.M. 1:4 including joint filling with white/colour cement slurry cleaning curing complete.

Providing and fixing in position Shelves of polished Kaddappa / Marble / Granite stone of required thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete.

b) Marble other than white marble shelves 15 to 18 mm thick

Providing moulding to granite / Marble / Kota stone including polishing, rounding edges, as required cleaning etc. complete.

64


Completed Labour

SR.NO.

& CODE

NO.



64

BD - N : WOOD FINISH


Completed Labour

Sq.M. 14.00 7.00

Spec. No.:Bd.N.1.1/Page No.399

Sq.M. 20.00 9.00

Spec. No.: Bd.N.1.1/Page No 399

Sq.M. 18.00 10.00

Spec. No.: Bd.N.1.2/Page No.399

Sq.M. 40.00 17.00


Sq.M. 17.00 9.00


Sq.M. 11.50 5.00

Spec.No.: Bd.N.1.6/Page No.400

SR.NO.

& CODE

NO.


1 BDN

11A

Providing and applying boiled linseed oil in one coat including knotting, preparing the surface, scaffolding etc. complete as directed.

2 BDN

11 B

Providing and applying boiled linseed oil in two coats to the new wood work including knotting, preparing the surface, scaffolding etc. complete as directed.

3 BDN

Providing and applying Wax polishing to the old wood work including knotting, preparing the surface, scaffolding etc. complete as directed.

4 BDN

13A

Providing and applying french polishing for required finish on wood previously polished surface including knotting, preparing the surface, scaffolding etc. complete as directed.

5 BDN

14A

Providing and applying varnish in one coat on previously varnished wood work including knotting, preparing the surface,scrapping, scaffolding etc. complete.

6 BDN

16A

Providing and applying coal tar in one coat on previously painted wood including preparing the surface, scaffolding etc. complete.

65


Completed Labour

SR.NO.

& CODE

NO.


Sq.M. 19.00 8.00

Spec.No.: Bd.N.1.6/Page No.400

Sq.M. 43.00 15.00


Sq.M. 18.50 12.00


10

a)On New Surface Sq.M. 210.00 81.00

b)For previously polished Surface Sq.M. 94.00 32.00


7 BDN

Providing and applying coal tar in two coats on new wood work including preparing the surface, scaffolding etc. complete.

8

BDR 20

Providing and applying two coats of bitumen to roof on new dungree cloth, one coat on each side etc. complete as directed.

9 BDR

Providing and applying one coats of bitumen to roof (without cloth) including scaffolding etc. complete as directed.

Providing and applying Melamine polish of required glossy / mat finish to wood work by spray machine including knotting and preparing the surface by scrapping, applying, polishing, scaffolding, if required etc. complete.

66

BD - O : OIL PAINTING


Completed Labour

Sq.m. 43.00 15.00 ###

Spec.No.: Bd.O.1/Page No.403

Sq.m. 53.00 18.00 ###


Sq.m. 24.00 9.00 ###


Sq.m. 35.00 15.00 ###

SR.NO.

& CODE

NO.


1

BDO

1

Providing and applying two coats of lead/zinc base oil paint of approved colour and shade to new wood work and fibre boards including preparing the surface, knotting, scaffolding if necessary, including primer coat complete. (Sample and brand is to be got approved from Ex.Engineer before use)

2 BDO

1A

Providing and applying three coats of lead/zinc base oil paint of approved colour and shade to new wood work and fibre boards including preparing the surface, knotting, scaffolding if necessary including primer coat complete. (Sample and brand is to be got approved from Ex.Engineer before use)

3 BDO

2

Providing and applying one coat of lead/zinc base oil paint of approved colour and shade to old wood work previously painted and fibre boards including preparing the surface, if necessary scaffolding, including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

4

BDO

2A

Providing and applying two coats of lead/zinc base oil paint of approved colour and shade to old wood work and fibre boards previously painted including preparing the surface, if necessary scaffolding, including primer coat complete. (Sample and brand is to be got approved from Ex.Engineer before use)

67


Completed Labour

SR.NO.

& CODE

NO.



Sq.m. 44.00 21.00 ###


Sq.m. 41.00 15.00 ###


Sq.m. 50.00 21.00 ###


Sq.m. 48.00 9.00 ###


5 BDO

2B

Providing and applying three coats of lead / zinc base of oil paint of approved colour and shade on old wood work previously painted and fibre boards, including preparing the surface, if necessary scaffolding including primer coat etc. complete.(Sample and brand is to be got approved from Ex. Engineer before use)

6

BDO

3

Providing and applying two coats of lead / zinc base oilpaint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface including primer coat etc. complete. (Sample and brand is to be got approved from Ex. Engineer before use)

7

BDO

3A

Providing and applying three coats of lead/zinc base oil paint of approved colour to new structural steel work and iron work in buildings, including scaffolding, if necessary cleaning and preparing the surface excluding primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

8 BDO

4

Providing and applying one coat of aluminum paint of approved make to new structural steel work in building and workshop including, scaffolding if necessary, cleaning and preparing surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

68


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 61.00 15.00 ###


Sq.m. 71.00 20.00 ###


Sq.m. 54.00 15.00 ###


12 Sq.m. 49.00 17.00 ###


9 BDO

4A

Providing and applying two coats of aluminum paint of approved make to new structural steel work in building and workshops including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

10

BDO

4B

Providing and applying three coats of aluminum paint of approved make to new structural steel work in buildings and workshops including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

11

BDO

5

Providing and applying two coats of synthetic enamel paint of approved colour to new structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

Providing and applying two coats of synthetic enamel paint of approved colour to old structural steel work and wood work in buildings including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

69


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 68.00 20.00 ###


Sq.m. 36.50 10.00 ###


Sq.m. 51.00 15.00 ###


Sq.m. 71.00 18.00 ###

Spec.No.: Bd. O. 6/Page No. 406

13

BDO

5A

Providing and applying three coats of synthetic enamel paint of approved colour to new and old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (including primer coat) complete. (Sample and brand is to be got approved from Ex. Engineer before use)

14

BDO

6

Providing and applying one coat of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

15

BDO

6A

Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding, if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

16 BDO 6B

Providing and applying three coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building scaffolding, if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

70


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 35.00 9.00 ###


Sq.m. 53.50 12.00 ###


Sq.m. 49.00 15.00 ###


Sq.m. 68.00 18.00 ###


17 BDO

7

Providing and applying one coat of flat oil paint of approved colour and shade to internal/External plastered surfaces including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

18

BDO

7A

Providing and applying two coats of flat oil paint of approved colour and shade to internal / External plastered new surfaces including scaffolding if necessary, cleaning and preparing the surface including primer coat complete.(Sample and brand is to be got approved from Ex.Engineer before use)

19 BDO

7A

Providing and applying two coats of flat oil paint of approved colour and shade to internal/External plastered old surfaces including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex. Engineer before use)

20 BDO 7B

Providing and applying three coats of flat oil paint of approved colour and shade to internal/ External plastered old/new surfaces including scaffolding if necessary, cleaning and preparing the surface including primer coat complete. (Sample and brand is to be got approved from Ex.Engineer before use)

71


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 36.00 14.00 ###


22 Sq.m. 35.00 13.00 ###


Sq.m. 46.00 17.00 ###


Sq.m. 45.00 17.00 ###


21 BDO

8

Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use)

Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use)

23

BDO

8A

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use)

24 BDO

8A

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete. (Sample and brand is to be got approved from Ex. Engineer before use)

72


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 21.00 7.00 ###


Sq.m. 15.50 7.00 ###


Sq.m. 21.00 8.00 ###


Sq.m. 12.50 8.00 ###

Spec.No. : As directed by Engineer-in-charge.

25

BDO

8C

Providing and applying priming coat over new wood and wood based surfaces, including preparing the surfaces by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting, scaffolding etc. complete. (Sample and brand is to be got approved from Ex. Engineer before use)

26 BDO 8D

Providing and applying priming coat over new steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding etc. complete. (Sample and brand is to be got approved from Ex.Engineer before use)

27

BDO

8E

Providing and applying priming coat on concrete/masonry/ Asbestos Cement /plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required. (Sample and brand is to be got approved from Ex. Engineer before use)

28 BDO

8F

Providing and applying one coat of seal cement primer of approved manufacture and shade including scaffolding preparing the surface by cleaning dirt and other foreign matters, scrapping if necessary including scaffolding etc. complete. (Sample and brand is to be got approved from Ex. Engineer before use)

73


Completed Labour

SR.NO.

& CODE

NO.


29 Sqm 81.00 31.00 ###Providing and applying exterior emulsion water based water proof cement paint of approved colour and shade to exterior old/new surface in two coats including scaffolding preparing the surface to receive paint etc. complete


74

BD - P : COLOUR/WHITE WASHING , DISTEMPERING


Completed Labour

Sq.m. 11.50 4.00 ###


Sq.m. 6.00 4.00 ###

Spec.No.: Bd.P.1/Page No.411

Sq.m. 9.00 5.00 ###


Sq.m. 9.50 4.00 ###


Sq.m. 10.80 5.00 ###


SR.NO.

& CODE

NO.


1

BDP

Providing and applying primer coat for wall surface to receive oil bound distemper treatment.

2 BDP

1

Providing and applying whitewash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.

3 BDP

1A

Providing and applying whitewash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.

4 BDP

2

Providing and applying colourwash of approved colour and shade in one coat to new surface including scaffolding and preparing the surface by brushing and brooming down (including base coat of white wash) etc. complete.

5 BDP 2A

Providing and applying colourwash of approved colour and shade in two coats to new surface including scaffolding and preparing the surface by brushing and brooming down (including base coat of white wash) etc. complete.

75


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 12.65 6.00 ###


Sq.m. 8.80 5.00 ###


Sq.m. 9.80 5.00 ###


Sq.m. 10.65 6.00 ###


a) For old surface Sq.m. 16.15 6.00 ###

b) For New surface Sq.m. 18.15 6.00 ###


6 BDP

2B

Providing and applying colourwash of approved colour and shade in three coats to new surface including scaffolding and preparing the surface by brushing and brooming down (including base coat of white wash) etc. complete.

7 BDP

3

Providing and applying colourwash of approved colour and shade in one coat to old surfaces which are to be recoloured including scaffolding and preparing the surfaces by brushing and brooming down (including base coat of white wash) etc. complete.

8 BDP

3A

Providing and applying colourwash of approved colour and shade in two coats to old surfaces which are to be recoloured including scaffolding preparing the surface by brushing and brooming down (including base coat of white wash) etc. complete.

9 BDP

3A

Providing and applying colourwash of approved colour and shade in three coats to old surfaces which are to be recoloured including scaffolding, and preparing the surface by brushing and brooming down (including base coat of white wash) etc. complete.

10

BDP 5

Providing and applying washable oil bound distemper of approved colour and shade to surfaces in one coat including scaffolding, preparing the surfaces (excluding the primer coat) complete.

76


Completed Labour

SR.NO.

& CODE

NO.











Sq.m. 1.85 1.30 ###


15 Sqm 60.60 33.00 ###

11

BDP

5A

Providing and applying washable oil bound distemper of approved colour and shade to surfaces in two coats including scaffolding, preparing the surfaces (excluding the primer coat) complete.

12 BDP

6

Providing and applying plastic emulsion paint of approved quality, colour and shade to surfaces in two coats including scaffolding and preparing the surfaces (including the primer coat) complete.

13 BDP

7E

Providing and applying washable Acrylic emulsion paint of approved colour and shade to surface in two coats including scaffolding, preparing the surface to receive paint and applying putty etc. complete.

14 BDP

Extra for washing and cleaning of decorated wall surfaces with soap, soda and water.

Providing and applying putty to old / new plastered surfaces in two coats to receive approved paint in all positions including all materials,labour scaffolding and curing etc. complete.


77

BD - Q : WOOD WORK


Completed Labour

Rmt. 289.00 40.00 ###


2 Sq.m. 1150.00 387.00###


3 Sq.m. 814.00 266.00###


SR.NO.

& CODE

NO.


1 BDQ

Providing and fixing in position P.V.C. hand rail of approved quality, make and shade including M.S. plate of required size as directed etc. complete. (50 mm size)

Providing and fixing double leaf steel shutter with frame to wall cupboard of 18 gauge M.S.sheet as per standard drawing including oxidised fixtures and fastenings with locking arrangment including G.I.Sheet shelves at 40 cm center to center including primer coat and three coats of enamel paint of approved colour and pattern finishing fixing in position complete.

Providing and fixing double leaf steel shutter with frame to wall cupboard of 18 gauge M.S.sheet as per standard drawing including oxidised fixtures and fastenings with locking arrangement excluding shelves, including primer coat and three coats of enamel paint of approved colour and pattern, finishing fixing in position complete.

78


Completed Labour

SR.NO.

& CODE

NO.


4 Sq.m. 640.00 275.00###


Cu.m. 81034.00 8074.00###

Spec.No.: Bd.Q.5/Page No.423

Cu.m. 36008.00 6133.00###


Providing and fixing 12.5 mm. Thick GYPSUM board (conforming be I.S.2093-1982) panelling on plastered/unplastered brick block/concrete walls, Gypboard screw fixed with dry wall screw 25 mm. at 300 mm. Centres to perimeter channels of size 27 mm., 0.5 mm. thick having one flange of 20 mm. and another flange of 30 mm. alongwith ceiling sections of 0.55 mm. Thickness having knurled wedge of 51.5 mm. and 2 flanges of 26 mm. at 610 mm.c/c. pads with Dab fixer placed at appropriate distances at top and bottom under the ceiling section including good quality of approved sundry materials and finishing smooth including filling and finishing with jointing compound and paper tape and two coats of primer etc. complete upto the satisfaction of Engineer- in-charge. ( Prior approval shall be obtained from S.E. before inclusion of this item)

5 BDQ 5

Providing and fixing country teak wood common rafters, purlins and purlins cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts for roofing etc. including scaffolding if necessary all iron work and one coat of primer complete.

6 BDQ

5A

Providing and fixing jungle wood common rafters, purlins, and purlins cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts for roofing for weather shed etc. including scaffolding if necessary, all iron work painted with one coat of primer complete.

79


Completed Labour

SR.NO.

& CODE

NO.


Rmt. 89.15 14.00 ###


Rmt. 131.80 17.00 ###

Spec.No.:Bd.Q.22/Page No.434

Rmt. 668.00 145.00###


Rmt. 188.00 37.00 ###


Sq.m. 1109.00 323.00###


Sq.m. 1506.00 614.00###

7 BDQ

22

Providing and fixing jungle wood ballies of approved species 85 mm average dia. for common rafters, purlins, ridges, hip and valley rafters, jack rafters, wall plates, post plates, posts etc. including all iron work scaffolding if necessary and oiling in one coat complete.

8 BDQ

23

Providing and fixing 100 mm dia. Country teak wood ballies for post truss of 6.00 m. span as per drawing or as directed by Engineer- in-charge including all iron work, scaffolding if necessary and oiling complete.

9 BDQ

8

Providing and constructing superior indian teak wood hand rail of 60 mm x 70 mm as per detailed drawings or as directed by the Engineer, including french polishing complete.

10

BDQ

Providing and fixing in position PVC hand rail of approved quality, make and shade excluding M.S. Plate as directed complete.

11

BDQ

Providing and fixing shelf of 25 mm thick black board 30cm wide with C.T.W. Wood brackets of 45 x 35 mm at 1.2m C/C without filletes including primer coat complete.

12

BDQ

11

Providing and fixing 20 mm thick superior veneer board pelmet box 150 to 200 mm wide to doors or window frames including 20mm dia. Aluminium curtain rod with sockets and finishing with french polishing (without top) complete.

80


Completed Labour

SR.NO.

& CODE

NO.



Sq.m. 1896.00 614.00###


14 Sq.m. 1588.00 201.00###


13

BDQ

11A

Providing and fixing 20 mm thick Laminated sheet board pelmet box 150 to 200mm wide to doors or window frames including 20 mm dia. Aluminium curtain rod with sockets and finishing with french polishing (without top) complete.

Providing and fixing single/double leaf PVC shutter with frame to wall cupboard of approved colour made out of extruded rigid PVC hollow section DWUF-306 shutter frame of size 33 mm x 47 mm having double wall construction as vertical styles,and top,bottom rail of required size and the panel in fill SPUF-101 multichamber hollow plastic section of size 20 mm x 200 mm joined each other by tongue and groove interlocking system duly inserted in shutter frame and all shutter frames, lock rails, styles reinforced by seasoned wood inserted inside for fixing of hinges, aldrops and other required fixtures etc. all corners should be machine cut, joined each other by metal screw after inserting rigid "L" bracket PVC reinforcement of size 125 mm x 200 mm including synthetic metal fixtures and fastenings, remaking damaged surface etc. complete.

81


Completed Labour

SR.NO.

& CODE

NO.


15 Sq.m 2490.00 470.00


Providing and fixing shutter to wall cupboards in two leaves as per detailed drawing including outer frame in C.T.W. of size 75 x 25 mm, shutter frame C.T.W. 50 mm x 25 mm and panels of one side laminated 12 mm thick plywood , shelves of 90 mm thick of marine plywood supported on teak wood battens of size 20 mm x 40 mm including neccessary stainless mat finish curtain rod and finishing with one coat of primer and two coats of oil painting etc. complete.

82

BD - R : ROOFING AND CEILING


Completed Labour

a) For 22 B.W.G. Sq.m 720.00 58.00

b) For 20 B.W.G. Sq.m 805.00 58.00

Spec.No.: Bd.R.5/Page No.452

a) For 22 B.W.G. Rmt. 635.00 51.00

b) For 20 B.W.G. Rmt. 710.00 52.00


Sq.m. 375.00 53.00


Sq.m. 380.00 53.00


SR.NO.

& CODE

NO.


1

BDR

5(a)

Providing and fixing corrugated galvanised iron sheets for roofing with wind ties including fastening with galvanised iron screw and bolts and lead and bitumen washers as per drawing complete.

2

BDR

6

Providing and fixing G.I.Sheets over the ridge, hip or valley for galvanised corrugated iron sheet roofing including fastening with galvanised iron screws and bolts and lead and bitumen washers, including filling gaps by C.M.1:3 etc.complete.

3 BDR

7

Providing and fixing 6 mm thick Asbestos Cement semi corrugated (Big size) sheet roofing including galvanised iron J and L hook bolts, galvanised iron and bituminous G.I. washers, galvanised iron clamps and bolts and nuts and scaffolding etc. complete.

4

BDR

8

Providing and fixing 6 mm thick Asbestos Cement Semi Corrugated/ Trafford sheet roofing including galvanised iron J and L hook bolts, galvanised iron and bituminous washers,galvanised iron clamps, bolts and nuts and scaffolding etc. complete.

83


Completed Labour

SR.NO.

& CODE

NO.


Rmt. 270.00 47.00


a) For 22 B.W.G. Rmt. 1940.00 110.00

b) For 20 B.W.G. Rmt. 2075.00 110.00


Spec.No.: Bd.R.10/ Page No.455

a) For 22 B.W.G. Rmt. 1520.00 81.00

b) For 20 B.W.G. Rmt. 1570.00 81.00

No. 61.00 12.00


5

BDR

9

Providing and fixing 6mm thick Asbestos Cement ridge capping for roofing including galvanised iron hooks, bolts, galvanised iron and bituminous washers, galvanised iron clamps, bolts and nuts including scaffolding etc. complete.

6 BDR

10

Providing and fixing valley gutter of plain galvanised iron sheets 120 cm. wide with brackets of 20 x 20 x 2.5 mm angles including two coats of coal tarring the upper surface of plank (excluding painting to under side of plank) complete.

7

BDR

10A

Providing and fixing valley gutter of plain galvanised iron sheets 90 cm wide with 20 x 20 x 2.5 mm angles placed @ 90 cm C/C including painting of angle, drilling holes placing in position etc. (excluding painting to under side of plank) complete.

8 BDR 14

Providing and fixing Asbestos cement cowl ventilators in asbestos cement sheet roofing at the required places, including all accessories and scaffolding necessary complete.

84


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 860.00 85.00


Sq.m. 970.00 95.00

Spec.No.:Bd.R.17/Page No.461

Sq.m. 950.00 110.00

Spec.No.: Bd.R.18/Page No. 461

9

BDR 16

Providing and fixing false ceiling of plain asbestos cement sheets 4mm thick with country teak wood beading of 45 x 12 mm with frame work of country teak wood battens of size 70 x 60 mm at 1.20 m centre to centre including scaffolding, if necessary, all iron work and painting the visible surfaces of A.C. sheet and beading with two coats of approved oil paint complete. (excluding T.W. runner, to be paid separately).

10

BDR

17

Providing and fixing false ceiling of T.W. particle board half perforated sheet 12 mm thick with frame work of country teak wood battens of size 70 x 45 mm and 35 x 35 mm at 60 cm Centre to Centre including scaffolding,if necessary, all iron work and painting the visible surfaces of boards and beading with two coats of approved paint etc. complete. (excluding runner to be paid separately)

11

BDR

18

Providing and fixing false ceiling of 15 to 20 mm thick decorative boards of fibrous plaster of paris including scaffolding,if necessary, frame work of countryteak wood battens of 70 x 45 mm and 35 x 35 mm at 45 cm Centre to Centre without beading, all architectural work like moulding, cornices, eaves, domes, cups as per detailed drawings and painting the visible surfaces with three coats of approved oil paint and painting the wood work with one coat of approved oil paint complete. (Excluding runner and mild steel suspenders)

85


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 1300.00 110.00


Sq.m. 1260.00 54.00


Rmt. 235.00 56.00


Rmt. 1430.00 110.00


No. 64.00 22.00


No. 75.00 24.00


12 BDR 19

Providing and fixing false ceiling of 12mm thick acoustic boards of approved make, with shapes and sizes as per drawings including scaffolding, frame work of country teak wood battens of size 70 x 45 mm and 35 x 35 mm at 60 cm centre to centre, all screws and fastenings and finishing complete. ( runner to be paid separately).

13

BDR

Providing and fixing skylight in R.C.C. roof including M.S. frame with all accessories and required fixtures and fastening fitting etc. complete.

14 BDR

36

Providing and fixing asbestos cement (60cm x 15cm x 23cm) valley gutters of approved size and make including drop ends, stop ends necessary fixtures and fastening the same as per code of standard practise complete.

15 BDR

Providing and fixing valley gutters of 24 B.W.G. G.I. sheet 120cm with 20mm thick country cut teak wood planking underneath coal tarring etc. complete.

16

BDR

Providing and fixing 12 mm dia. Mild steel bar upto 0.5 M. length for anchor rods with necessary threading nuts and bolts etc. complete.

17 BDR

Providing and fixing 16 mm dia. mild steel bars upto 0.5 M. length for anchor rods with necessary threading nuts and bolts etc. complete.

86


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 1080.00 146.00


19

a) White Sheet Sq.m. 555.00 66.00

b) Coloured Sheet Sq.m. 600.00 66.00

18 BDR

45

Supplying and fixing and laying in Grid UNILOCK FALSE CEILING SYSTEM, size of the Grid 610 mm x 610 mm of which main runner shall be aluminium silver anodised 25 micron bulb "T" (U-202) of size 35 x 23.5 x 1.5 mm suspended at 1200 mm centre to centre with 6 mm M.S.Hanger rod with ends connected with G.I. clamps and adjustable G.I.J. hooks, cross "T" shall be aluminium silver anodised 5 micron (U-404) of size 23.5 x 23.5 x 1.5 mm fixed to wall with dash through screws. The finished grid shall contain 9.5 mm Gypsum board with coated ceiling tiles with two coats of roller finish top coat complete. (Prior permission of S.E to be obtained before inclusion of item in estimate)

Providing and fixing 2mm thick fibre glass reinforced plastic transparent sheet matching with coloured asbestos profile / G.I. profile roofing including galvanised "J" and ‘T’ hooks, bolts galvanised iron and bituminous washer, galvanised iron clamps and bolts nuts and scaffolding complete.

87


Completed Labour

SR.NO.

& CODE

NO.


20 Sq.m.

1060.00 360.00


Providing and fixing suspended white/colour decorative ceiling of gypsum board which includes G.I. Perimeter channel ( MF6) of size 0.40 mm thick ( having one flange of 20 mm and another flange of 30 mm and web of 27 mm) along with perimeter of ceiling, screw fixed to brick wall / partition with the help of nylon sleeves and screws at 610 mm centers. Thereafter suspending G.I. intermediate channel ( MF 7) 600 mm. C/C of size 45mm (0.9 mm thick with two flanges of 15 mm each) from the soffit at 450 mm centre with connecting angle (ie ceiling angle) of width 25mm x 10mm x 0.40mm thick fixed to soffit with G.I.cleat and teel expansion fasteners. Celling sections ( MF 5 ) of 0.55 mm thickness having knurled web of 51.5 mm and two flanges of 26 mm each with lips of 10.5 mm are then fixed to the intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 450 mm centers. 12.5 mm tapered

edge Gyp board (conforming to IS 2095 - 1982) is then screw fixed to celling section with dry wall screws at 230 mm centers. Screw fixing is to be done mechanically with suitable attachment. The boards are to be joined and finished so as to have flush look which includes filling and finishing the tappered & square edges of the boards with jointing compound, joint paper tape and appropriate suitable primer and three coats of plastic acrylic paint. The item includes for light fitting, grill diffuseres and cut out etc. have to be made with frame of perimeter channels of size 20mm x 30mm x0.55mm.thick supported suitable and angle bead is to be used at steps to get straight line finish etc. complete.

88


Completed Labour

SR.NO.

& CODE

NO.


21 Sq.m. 1460.00 278.00


Sq.m. 1800.00 184.00

Providing and fixing and laying in grid unilock false ceiling system size of grid 610 mm x 610 mm of which G.I. wall channel shall be of size 0.5 mm thick 20 mm x 30 mm flanges and web of 27 mm along the perimeter of wall where ceiling meets the wall fixed to wall using nylon sleeves and screw at 610 mm centres suspended G.I. main runner size 45 x 0.9 mm thick with 15 mm flanges from trusses at 900 mm centres using ceiling angle size 25 x 10 x 0.5 mm, nut bolt clip connected @ 300 mm centres to the main runner or having strips of G.I. of size that of runner for holding runner and mesh etc. the G.I.ceiling sections having size 51.5 mm and two flanges 26 mm each with lips of 10.5 mm. The finished grid shall contain 12 mm thick plain / decorative particle boards fixed to the ceiling frame structure. (Prior permission S.E. to be obtained before inclusion of this item )

22 BDR

21

Providing & fixing of approved make PVC false ceiling on M.S. Rectangular hollow section 38mm x 25mm fixed to wall with PVC roll plugs and duly main runner & intermediate section of M.S.square tube 25mm x 25mm duly coated with anti corrosive primer & ceiling panel made out of rigid PVC multichamber hollow section of size 6mm x 250mm. Joined with concealed screws fixed on structure and no frame elements is visible from outside including suspenders and necessary holes/cuts for light fixtures and remaking damaged surface etc. (Prior permission of S.E. to be obtained before inclusion of this item in this estimate) complete.

Specification- as directed by Engineer-incharge

89


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 330.00 41.00


Sq.m. 340.00 44.00


Rmt. 95.00 27.00


No. 420.00 22.00


Sq.m. 125.00 14.00


No. 70.00 9.00

23 BDR

1

Providing and fixing Mangalore tiled roofing with class "AA" tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire, fixing 50mm x 25mm horizontal teak wood battens and iron works and oiling the battens complete. (excluding ridge and hip tiles)

24

BDR

2

Providing and fixing Mangalore tiled roofing with class "AA" tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire, fixing country teak wood sloping battens of 25 mm x 12 mm, teak wood horizontal battens of 50 mm x 25 mm over the sloping battens, all iron works and coal tarring the battens complete. (excluding ridge and hip tiles)

25

BDR

Providing and fixing Mangalore tile ridge and hip tiles of class "AA" including scaffolding if necessary, pointing with coloured cement mortar and curing complete.

26 BDR

Providing and fixing glass tiles of Mangalore type at required places in Mangalore tile roof including scaffolding necessary.

27

BDR

Providing and fixing new Mangalore tiles with "AA" class tiles including scaffolding complete.

28 BDR

Providing and fixing Mangalore pattern cowl ventilator tiles in the required places in a Mangalore tiled roof including scaffolding necessary.

90


Completed Labour

SR.NO.

& CODE

NO.



a) For 20 B.W.G. Sq.m. 655.00 36.00

b) For 20 B.W.G. Sq.m. 720.00 36.00


Rmt. 75.00 6.00


Rmt. 42.00 4.50


32 Sqm 1230.00 70.00


33 Rmt. 1060.00 70.00


29

BDR

5

Providing and fixing corrugated galvanized iron sheets for roofing without wind ties including fastening with galvanized iron screw and bolts and lead and bitumen washers as per drawing complete.

30

BDR

Providing and fixing country teak wood battens 50 mm x 25 mm for Mangalore tile roof work with all iron work, scaffolding and oiling the battens complete.

31 BDR

Providing and fixing country teak wood battens 25 mm x 25 mm for Mangalore tile roof work with all iron work, scaffolding and oiling the battens complete.

Providing and fixing G.I. precoated metacolour sheet of 0.50 mm thick and 930 profile for roof including roof bolt and necessary fixing arrangements ( Prior approval of Sample and brand by Ex. Engineer is necessary before use)

Providing and fixing G.I. precoated metacolour accesories of 0.50 mm thick and 600 mm wide for ridge / valley including roof bolt and necessary fitting arrangements ( Prior approval of Sample and brand by Ex. Engineer is necessary before use)

91


Completed Labour

SR.NO.

& CODE

NO.


34 Sqm 600.00 142.00


Providing and fixing false ceiling of 12 mm thick of fibrous plaster of paris which includes G.I. Perimeter channel ( MF6) of size 0.40 mm thick ( having one flange of 20 mm and another flange of 30 mm and web of 27 mm) along with perimeter of ceiling, screw fixed to brick wall , concrete surface, partition with the help of nylon sleeves and screws at 610 mm centers. Thereafter suspending G.I. intermediate channel ( MF 7) 600 mm. C/C of size 45mm (0.9 mm thick with two flanges of 15 mm each) from the soffit at 450 mm centre with connecting angle (ie ceiling angle) of width 25mm x 10mm x 0.40mm thick fixed to soffit with G.I.cleat and teel expansion fasteners. Celling sections ( MF 5 ) of 0.55 mm thickness having knurled web of 51.5 mm and two flanges of 26 mm each with lips of 10.5 mm are then fixed to the intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 450 mm centers. 12.5 mm tapered edge is then screw

fixed to celling section with dry wall screws at 230 mm centers. Screw fixing is to be done mechanically with suitable attachment. The boards are to be joined and finished so as to have flush look which includes filling and finishing the tappered & square edges of the boards with jointing compound, joint paper tape and appropriate suitable primer and three coats of oil bound distemper . The item includes for light fitting, grill diffuseres and cut out etc. have to be made with frame of perimeter channels of size 20mm x 30mm x 0.55mm.thick supported suitable and angle bead is to be used at steps to get straight line finish etc. complete

92


Completed Labour

SR.NO.

& CODE

NO.


35 Sqm 925.00 95.00


36 Rmt. 520.00 75.00


37 No. 11000.00 450.00


Providing and fixing colour coated Galvalume (A-Z) sheet having high tensile(min 550 MPa in Yield strength) C.R. steel base metal with hot dip alloy coating of Alluminium and Zinc with 0.50 mm overall sheet thickness for roofing with approved profile and colour including fixing to purlins with approved self tapping screws and EPDM washers etc complete( Prior approval of Sample and brand by Ex. Engineer is necessary before use)

Providing and fixing colour coated Plain Galvalume (A-Z) sheet 60 cm wide having high tensile (min 550 MPa in Yield strength) C.R. steel base metal with hot dip alloy coating of Alluminium and Zinc with 0.50 mm overall sheet thickness for ridge,hip or valley or eaves board including fixing with approved self tapping screws and EPDM washers ,scaffolding etc complete( Prior approval of Sample and brand by Ex. Engineer is necessary before use)

Providing and fixing Turbo Ventilator of 600 mm throat diameter of Alluminium and of approved make including fixing on domemanufatured from same material used for roofing,all necessary fittings etc complete ( Prior approval of Sample and brand by Ex. Engineer is necessary before use)

93


Completed Labour

SR.NO.

& CODE

NO.


38 Sqm. 1325.00 150.00

a) 10 mm thick Sqm. 3800.00 125.00

b) 8 mm thick Sqm. 3600.00 125.00

Spec.No.: As directed by Engineer- in-charge. .

39 Sqm. 1325.00 150.00

Spec.No.: As directed by Engineer- in-charge. .

Providing and fixing in position multiwalled primalite (heat stoper) Poly-carbonate sheet of approved coloured and shade of polygal/ Lexan make or equivalent make, sheet shall be as per manufacturer's specifications such as it shall be solar grade co-extruded to protect itself against yellowing and surface wearing confirming to ASTM D-1003 specifications, cutting, bending and fixing in required piecesin radial direction without overlaping along length with EPDM rubber gasket, silicon sealent, self tapping screws, labour, equipment, scaffolding and all lead and lifts complete.

Providing and fixing PROFLEX sheet roofing confirming to manufacturers specification including galvanized iron 'J' or 'L' hook , bolts, galvanized iron and bituminous washers, G.I. clamp bolts and nuts and scaffolding etc. (Sample to be got approved from Ex. Engineer is necessary before use)

93

BD - T : DOORS AND WINDOWS


Completed Labour

a) Sq.m 3119.00 646.00

b) Sq.m 3284.00 646.00

Spec.No.: Bd.T.30/Page No.496

a) Sq.m 2569.00 646.00

b) Sq.m 3009.00 646.00

Spec.No.:Bd.T.31/Page No.499

SR.NO. &

CODE NO.


1 BDT

30

Providing and fixing double leaf door,with country teak wood shutter and panels as per detailed drawing including iron oxidised fixtures and fastening stoppers and finishing with one coat of primer complete. (Excluding door frame) (Sample to be got approved from Ex. Engineer before use)

Panels of exterior grade veneered particle board 12 mm thick 3 layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin with commercial veneers on both sides conforming to I.S. 3097 – 1980 Novateak or equivalent and door conforming to I.S.1003 - 1957(Revised)(1977)

Panels of 12 mm thick, exterior grade prelaminated particle board laminated on both side.

2 BDT

31

Providing and fixing single leaf door,with country teak wood shutter and panels as per detailed drawing including iron oxidised fixtures and fastening stoppers and finishing with one coat of primer complete. (Excluding door frame) (Sample to be got approved from Ex. Engineer before use)

panels of exterior grade veneered particle board 12 mm thick 3 layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin with commercial veneers on both sides conforming to I.S. 3097 – 1980 Novateak or equivalent and door conforming to I.S.1003 - 1957(Revised)(1977)

panels of 12 mm thick, exterior grade prelaminated particle board laminated on both side.

94


Completed Labour

SR.NO. &

CODE NO.


a) For 35 mm thick Sq.m 2202.00 411.00

b) For 32 mm thick Sq.m 1992.00 411.00


a) For 35 mm thick Sq.m 2405.00 443.00

b) For 32 mm thick Sq.m 2190.00 443.00

Spec.No.: Bd.T.35/page No.500

Sq.m. 1960.00 161.00

3 BDT

34

Providing and fixing factory made solid core flush door in single leaf 35 mm thick, decorative types, of exterior grade, as per detailed drawings, conforming to I.S.:2202 - 1962 (Revised) including Burmah/ superior Indian teak wood frame, approved face veneers on both faces with/without glazing and venetians in the positions shown on the drawings or as directed, all necessary beads, moulding and lipping, wrought iron holdfasts, chromium plated fixtures and fastenings without/with brass mortise lock, chromium plated handles on both sides, stoppers and finishing with french-polish/ waxing complete. (without door frame).(Sample to be got approved from Ex.Engineer before use)

4

BDT

35

Providing and fixing factory made solid core flush door shutters in double leaves 35mm thick,decorative type of exterior grade, as per detailed drawings, conforming to I.S.: 2202 – 1966 (Revised) including approved face veneers on both sides, without glazing and venetians including chromium oxidised fixtures and fastening, stoppers and finishing with french polishing etc. (Excluding door frame)(Sample to be got approved from Ex. Engineer before use)

5 BDT

55

Providing and fixing rolling steel shutters fabricated from 20 guage steel laths with slide guides, bottom rail, brackets, door suspension shaft including rolling springs, locking arrangement and housing box at top including one coat of red lead primer etc. complete.

95


Completed Labour

SR.NO. &

CODE NO.


Spec.No.: Bd.T.55/Page No.510.

Sq.m. 2280.00 220.00

Spec.No.: Bd.T.56/Page No.511.

Sq.m. 2380.00 294.00

Spec.No. : Bd. T. 57/Page No. 511.

Sq.m. 500.00 74.00


a) For 35 mm thick Sq.m 3252.00 567.00

b) For 32 mm thick Sq.m 3112.00 567.00

6

BDT

56

Providing and fixing rolling steel shutters fabricated from 20 guage steel laths with slide guides, bottom rail, brackets, door suspension shaft, housing box at the top including mechanical gear operation arrangement and one coat of red lead primer etc. complete.

7

BDT

57

Providing and Fixing collapsible steel gates in two leaves with channel pickets, pivoted flat bars, including top and bottom guides, rollers, stoppers, handles, all fitting accessories, locking arrangement and one coat of red lead primer etc. complete.

8

BDT

95

Providing and fixing 24 guage PLAIN ALLUMINIUM SHEET on the face of door shutter including cutting to required size and fixing by screws including making good the damages if any to existing door shutter and frame etc. complete as directed or as per detailed drawing.

9

BDT

110

Providing and fixing factory made soild core flush door (I.S.2202 – 1962 Revised 1966) in single leaf with glazed ventilator commercial type of exterior of seasoned wood frame 60mm x 100mm with approved commercial ply wood facing wrought iron hold fast Aluminium fixtures and fastening and handles on both sides finishing with oil painting 3 coats etc. complete. (Sample to be got approved from Ex.Engineer before use)

96


Completed Labour

SR.NO. &

CODE NO.


Spec.No: As directed by Engineer- in-charge

Sq.m. 2555.00 587.00


Sq.m. 1353.00 220.00


Sq.m. 1050.00 148.00


Sq.m. 680.00 132.00


10

BDT

118

Providing and fixing crimped wire netting single shutter door with 60 mm x 100 mm country teak wood door frame including oil painting 3 coats and iron oxidised fixtures and fastening complete.

11 BDT 122

Providing and fixing M.S. grill doors weighing 22 to 24 kg per sq. meter of required size as per detailed drawing without hot dip coating with iron oxidised fixture and fastening and painting with 3 coats oil paints etc. complete. (Sample to be got approved from Ex. Engineer before use)

12 BDT

134

Providing and fixing steel frame of door of angle 50 x 50 x 6 mm with 16mm dia. M.S. bars fixed horizontally at 10 cm C/C for ventilator portion including iron holdfasts, boxes for fixing shutters including welding, painting, finishing etc. complete.

13

BDT

Providing and fixing steel frame of door of angle 40 x 40 x 5 mm with 16mm dia. M.S. bars fixed horizontally 10 cm c/c for ventilator portion including iron holdfasts, boxes for fixing shutters including welding, painting, finishing etc. complete.

97


Completed Labour

SR.NO. &

CODE NO.


Sq.m. 870.00 169.00


Sq.m. 695.00 125.00


Sq.m. 720.00 139.00


17 Sq.m. 860.00 168.00


14 BDT

135A

Providing and fixing cold rolled steel frame for door 100 mm x 60 mm of 16 guage as per drawing with/without ventilator including holdfasts, hinges welded to the frame, including filling cement mortar 1:6 in hollow core and finishing with oil painting etc. complete.

15 BDT

135B

Providing and fixing door frame of mild steel hot rolled section of standard EZ-7 conforming to I.S: 7452-1982 as per drawings with/ without ventilator, holdfasts, hinges welded to the frame and finishing with oil painting etc. complete. (Sample to be got approved from Ex. Engineer before use)

16 BDT

135C

Providing and fixing door frame of mild steel hot rolled section of standard EZ-7 conforming to IS: 7452-1982 with Hot dip Zinc coating as per drawing with/without ventilator, holdfasts, hinges welded to the frame and finishing with oil painting etc. complete. (Sample to be got approved from Ex. Engineer before use)

Providing and fixing pressed steel door box frame of M.S.sheet made of 18 guage thick of required section with rebate of 10 mm for required thickness of shutters and tie rod of 12mm square bar at bottom as per specifications with or without ventilators including holdfasts, hinges welded to the frame, filling in box frame in C.M. 1:10 and finishing with 2 coats of oil painting etc. complete.

98


Completed Labour

SR.NO. &

CODE NO.


18 Sq.m. 2459.00 644.00


19

a) For anodised aluminium doors Sq.m. 3270.00 470.00

b) For powder coated aluminium doors Sq.m. 3140.00 470.00


20 Rmt. 265.00 58.00


21 Sq.m. 1660.00 410.00

Providing and fixing 25 mm thick 3 layers flat pressed T.W. particle board shutters with B.W.P.type exterior grade phenol formaldehyde resin conforming to I.S.12823-1990 both sides laminated and covered with M.S. box frame. (Sample to be got approved from Ex. Engineer before use)

Providing and fixing aluminium fully glazed doors including door frame with powder coating 5 mm thick sheet glass necessary fixtures and fastenings, neoprene type rubber plain gaskets as per detailed drawing and specifications etc. complete. (Sample to be got approved from Ex. Engineer before use)

Providing and fixing factory made precast door/window frames of C.C. M-40 grade of section 100 mm x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg/screw fixed in position in R.C.C.frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete.

Providing and fixing 18 guage M.S. sheet door with frame work 40 x 40 x 6 mm M.S. Angle including locking arrangements, hold fast including applying anticorrossive primer coat of red lead paint and 2 coats of oil paint complete.

99


Completed Labour

SR.NO. &

CODE NO.



Sq.m. 550.00 58.00

Sq.m. 810.00 88.00

Sq.m. 1010.00 110.00

22 BDT

22

Providing and fixing of approved make PVC door frame made out of rigid PVC hollow section of size 38mm x 32mm. Machine cut with solid polymeric reinforcement for holding hinges and the rod at bottom including fixing 100mm. Long full threaded metal screws in required Nos. in PVC roll plugs inserted in wall as hold fast and remaking damaged surface etc. complete.

Specification -as directed by Engineer incharge.

23 BDT

23

Providing and fixing of approved make PVC door frames made out of rigid PVC hollow section of size 48mm x 40mm. Machine cut with solid polymetric reinforcement for holding hinges and tie rod at bottom including fixing 100mm. Long full threaded metal screws in PVC roll plugs inserted in wall as hold fast and remaking damaged surface etc. complete.

Specification - As directed by Engineer Incharge.

24

BDT 24

Providing & fixing of approved make PVC door frames made out of rigid PVC hollow section of size 60mm x 50mm Machine cut with solid polymetric reinforcement for holding hinges and tie rod at bottom including fixing 100mm long full threaded metal screw in PVC roll plugs inserted in wall as hold fast and remaking damaged surface etc. complete.

Specification : As directed by Engineer-in-charge

100


Completed Labour

SR.NO. &

CODE NO.


Sq.m. 2420.00 147.00

26 Sq.m. 2095.00 14.00

25 BDT

25

Providing & fixing of approved make solid Panel of 29mm thick PVC single leaf door shutter of approved colour and design made out of rigid PVC hollow section shutter frame in configuration of A section of size 50mm x 29mm as vertical styles, top & bottom rails Machine cut and panel in fill of single panel multi chambers hollow plastic section of size 25mm x 750mm. with solid polymetric 'L' corner reinforcement holding brackets and solid polymetric reinforcement fillers for holding hinges, aldrops, latch, tower bolts, etc. remaking damaged surface etc. compete.

Specification - As directed by Engineer Incharge.

Providing & fixing of approved make solid Panel of 24mm thick PVCsingle leaf door shutter made out of rigid PVC hollow section shutter frame in configuration of A section of size 24mm x 45mm as vertical styles, top and bottom rails Machine cut and panel in fill plain multi chamber hollow plastic section of size 20mm x 200mm joined each other by tongue and groove inter locking system with polymetric 'L' corner reinforcement holding, bracket & solid polymeric reinforcement fillers for holding hinges, aldrops, latch, tower bolts etc. and remaking damaged surface etc.complete.

Specification : As directred by Engineer Incharge.

101


Completed Labour

SR.NO. &

CODE NO.


27 Sq.m. 2660.00 132.00


28

a) Aluminium louvered window / ventilator Sq.m. 3715.00 146.00

Sq.m. 3580.00 146.00


Providing and fixing single leaf door shutter of approved make and colour made out of extruded rigid PVC hollow section DWUF-306 shutter frame of size 33 mm x 47 mm having double wall construction as vertical styles, top and bottom rails and middle locks rail of size 33 mm x 94 mm and the panel in fill SPUF-101 multichamber hollow plastic section of size 20 mm x 200 mm joined each other by tongue and groove interlocking system duly inserted in shutter frame and all shutter frames, lock rails, styles reinforced by seasoned wood inserted inside for fixing of hinges, aldrops, tower bolts and door stoppers etc. all corners should be Machine cut, joined each other by metal screw after inserting rigid "L" bracket PVC reinforcement of size 125 mm x 200 mm. Including synthetic metal fixtures and fastenings, remaking damaged surface etc. complete.

Providing and fixing in position alluminium louvered windows/ ventilators of various sizes as per detailed drawings and specifications including aluminium frames 80 x 38 mm box type 5 mm thick sheet glass louveres, clips / rubber plain P.V.C. gaskets of approved quality etc.complete. (Sample to be got approved from Ex. Engineer before use)

b) For powder coated aluminium window / ventilator

102


Completed Labour

SR.NO. &

CODE NO.


a) Without M.S. Box frame Sq.m. 1925.00 199.00

Sq.m. 2320.00 199.00


a) Without M.S. Box frame Sq.m 2075.00 206.00

Sq.m 2370.00 206.00


29 BDT

53

Providing and fixing steel windows of various sizes as per detailed drawings without hot dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic/plain/obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete. (Sample to be got approved from Ex. Engineer before use)

b) With M.S. Box frame of size 40mm x 40mm x 2mm thickness all around

30

BDT

53A

Providing and fixing steel windows of various sizes as per detailed drawings without hot dip zinc coating without/with ventilator including fabrication, glazing with non-acetinic/plain/obscured glass panels of approved type and quality, all fixtures and fastening without teak wood boxing and architraves and finishing with one coat of primer complete. (with flash butt welding) (Sample to be got approved from Ex. Engineer before use)

b) With M.S. Box frame of size 40mm x 40mm x2mm thickness all around

103


Completed Labour

SR.NO. &

CODE NO.



Sq.m 2875.00 295.00



Sq.m 3025.00 306.00


31 BDT 53A

Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10cm centre to centre without hot dip Zinc coating without/with ventilator including fabrication, glazing with non-acetinic / plain /obscured glass panels of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. (Sample to be got approved from Ex. Engineer before use)


32 BDT

53B

Providing and fixing steel windows of various sizes as per detailed drawings with welded square bars 12 mm at 10 cm centre to centre without hot dip Zinc coating without / with ventilator including fabrication glazing with non- acetinic/plain/obscured glass panels of approved type and quality, all fixtures and fastenings without teak wood boxing, and architraves and finishing with one coat of primer complete. (with flash butt welding) (Sample to be got approved from Ex. Engineer before use)


104


Completed Labour

SR.NO. &

CODE NO.


Sq.m 3730.00 735.00

Sq.m 3590.00 735.00


a) Anodised extruded aluminium window Sq.m 4140.00 735.00

b) For powder coated aluminium window Sq.m 3960.00 735.00


33 BDT

97

Providing and fixing in position alluminium windows / ventilators of various size with openable / sliding aluminium frame, 5 mm thick plain sheet glass shutter, glazing clips / neoprene / rubber / PVC Gasket of approved quality, chromium plated brass wigs, other aluminium fixture and fastenings,handle, stopper etc. complete including making the damaged structure to its original condition. (Sample to be got approved from Ex. Engineer before use)

a) Double anodised aluminium window / ventilator

b) For powder coated aluminium window / ventilator

34 BDT

98A

Providing, supplying and fixing in position aluminium casement / openable window of outer frame size 44mm x 44mm or as of required size with proportionate change in weight of average weight @ 0.90 kg per metre and shutter of 44 mm x 64 mm ( or as required size ) of average weight of 0.30 kg per metre (or as required) with plain sheet glass with neoprene/rubber gasket with hinges, locking arrangement, pegstay etc. as per approved drawing, specification etc. complete.(as per Architect's drawing Job No.T-MISC/ 5000 drawing No. 22 dated 3.2.1992) (Sample to be got approved from Ex.Engineer before use)

105


Completed Labour

SR.NO. &

CODE NO.


Sq.m 3775.00 792.00

b) For powder coated aluminium window Sq.m 3665.00 792.00


Sq.m 3710.00 514.00


35 BDT

98B

Providing and fixing in position aluminium fixed glass pannelled window having frame made out extruded tubular section of size 34 mm x 42 mm (or as required size in proportionate weight) of average thickness 1.50 mm and weight 0.726 kg per metre(or as required), mechanically assembled at corners with glazing beading of average 0.26 kg per running metre or required weight including plain sheet glass with neoprene/ rubber gasket etc. complete. (As per Architect's drawing job No. T – MISC/5000/drawing No.22 dated 3.2.1992)

a) Anodised extruded aluminium fixed glass pannelled window

36

BDT

98C

Supplying and fixing in position aluminium extruded section Two track sliding windows upto 1.2 metre height, outer frame made from section of over all size 62 mm x 45 mm, bottom section with or without drain section, track weighing 0.90 kg per metre and top and side section weighing 0.838 kg per running metre with shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg per running metre(or as required size) with change in proportionate weight,with 5.00 mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers, necessary locks and handles complete. (As per Architect's drawing no.Job No. T- MISC/5000 Drg.No.22 dated 3.2.1992)

106


Completed Labour

SR.NO. &

CODE NO.


Sq.m 4040.00 514.00


Sq.m 816.00 132.00

Spec.No.:As directed by Engineer- in-charge.

Sq.m 900.00 139.00


37

BDT

98D

Supplying and fixing in position aluminium extruded section Three track sliding windows upto 1.2 metre height, outer frame made from section of over all size 80 mm x 45 mm, bottom section with or without drain section track weighing 0.90 kg per metre and top and side section weighing 0.838 kg per running metre with shutter or sections made of 19 mm x 40 mm size having average weight of 0.6 kg per running metre(or as required size) with change in proportionate weight,with 5.5. mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers, necessary locks and handles complete. (As per Architect's drawing no.Job No. T- MISC/5000 Drg.No.22 dated 3.2.1992)

38 BDT 120

Providing and fixing M.S. iron bars 16 mm dia for steel windows and ventilators at 10cm C/C including M.S. flat 40 mm x 8mm at centre (vertically) and cutting, welding and painting in two coats of oil paint etc. complete.

39 BDT

121

Providing and fixing M.S. iron bars of 16 mm dia for steel windows and ventilators at 10cm C/C and M.S. flat 40 mm x 6 mm at sides and 50 mm x 10 mm at centre in windows and ventilators including cutting, welding and oil painting in two coatsetc complete.

107


Completed Labour

SR.NO. &

CODE NO.


40 Sq.m 2250.00 350.00


Sq.m 1950.00 292.00


Sq.m 1340.00 117.00


Providing and fixing Z-type (Staggered) stee ventilator fully glazed with Z-section of 10 gaugeand MS mesh of 12 gauge (opening 25 x 25) as per detailed drawing with outer frame of Z-section including two 12 mm square bar in each panel ,fabricating,glazing with 6 mm thick wire glass and of approved type and quality and fasteningand oil painting two coats etc. complete.

41

BDT

123

Providing and fixing steel ventilator fully glazed partly top hung and partly fixed as per detailed drawing without hot dip zinc coating including fabricating glazing with plain obscured glass panes of approved type and quality and fastening without teak wood boxing and architecture and oil painting two coats etc. complete. (Sample to be got approved from Ex.Engineer before use)

42

BDT 133

Providing and fixing steel frame of angle 40 x 40 x 5 mm size with 16 mm dia bars for windows, mild steel bar horizontally at 10 cm C/C for ventilator portion and 15 cm C/C for remaining portion with M.S. plate size 40 x 6 mm vertical at centre including iron holdfasts boxes for fixing 40 x 6 mm fixing shutter including welding, finishing, painting with two coats of oil paint etc. complete (without/ with ventilator)(Sample to be got approved from Ex. Engineer before use)

108


Completed Labour

SR.NO. &

CODE NO.


43 Sq.m 2290.00 293.00


44

a) Anodised aluminium windows Sq.m 3660.00 514.00

b) For powder coated aluminium windows Sq.m 3550.00 514.00

Spec. No.: As directed by Engineer-in-charge.

Sq.m 2725.00 278.00

Providing and fixing steel Louvered windows / ventilators of various sizes as per detailed drawing without hot dip zinc coating including fabrication with approved type and quality all fixtures and fastening without teak wood boxing and architraves including finishing with one coat of primer and two coats of oil painting complete. (Sample to be got approved from Ex.Engineer before use)

Providing and fixing aluminium windows with sliding shutters including aluminium frame with powder coating, 5 mm thick sheet glass, necessary fixtures and fastenings, neoprene / plain rubber gaskets as per detailed drawing and specifications etc. complete. (Sample to be got approved from Ex. Engineer before use)

45 BDT

45

Providing & fixing of approved make PVC Openable Glazed Window frame fabricated with rigid PVC hollow section of size 48mm x 40mm & fixing mullion section of size 63.5mm x 40mm with concealed solid polymeric reinforcement shall have mitre cut and fixed with the help of 100mm long full threaded metal screws in PVC roll plugs inserted in wall as hold fast shutter shall be fabricated out of rigid PVC hollow section on size 26mm x 47mm having double wall construction duly fixed with 4mm thick clear vision plain glass with solid polymeric reinforcement for holding hinges, handles, windstay & stoppers at necessary junction and remaking damages surface etc. complete.

109


Completed Labour

SR.NO. &

CODE NO.



Sq.m 2920.00 292.00

Spec.No. :As directed by Engineer-in-charge

Sq.m 2170.00 220.00

46 BDT

46

Providing & fixing of approved make three track PVC sliding Glazed window frame fabricated out of rigid PVC hollow section of size 45mm x 96mm with concealed solid polymeric reinforcement shall have mitre cut and fixed with the help of 100mm long full threaded metal screws in PVC roll plugs inserted in wall as hold fast. Sliding shutter shall be fabricated out of rigid PVC hollow section of size 45mm x 58mm and interlocking section of size 5mm x 33mm shall be fixed on vertical member of sliding shutter. The snap fit glazing bid of size 21mm x 18.5mm shall be fixed alongwith sliding shutter for fixing the 5mm thick clear vision glass panel. Necessary hardware such as polyester pile seal, rubber gasket, roller bearing and lock etc. shall be fixed at required junction. Drainage hole shall be made at the bottom of window frame etc. and remaking damaged surface complete.

47

BDT

47

Providing & fixing of approved make PVC Louvered / fixed Glazed window / ventilator frame fabricated out of rigid PVC hollow section of size 48mm x 40 mm with concealed solid polymeric reinforcement shall have mitre cut and fixed with the help of 100mm long full threaded metal screws in PVC roll plugs inserted in wall as hold fast. The snap fit glazing bid of size 19mm x 19.5mm shall be fixed alongwith outer frame for fixing the 5mm thick clear vision glass panel or louvered. Necessary hardware such as rubber gasket, louvered glass holding clip shall be fixied at required junction etc. complete.

110


Completed Labour

SR.NO. &

CODE NO.


Spec. No. : As dircted by Engineer-in-charge

48 Sq.m 2700.00 331.00

Sq.m 1672.00 242.00

Spec.No.: Bd.T.61/Page No. 513

Sq.m 2114.00 259.00


Providing & fixing of approved make sand witched type PVC partition 50 mm. Thick paneled/partly glazed in double wall construction made out of M.S.Rectangular hollow tube section of size 38mm x 25mm with anticorrosive primer vertical horizontal members not exceeding in the grid of 1m x 1m and both side wall panels fixed with rigid PVC multi chamber hollow plastic section of size 6mm x 250mm in double wall construction and end sealing with rigid PVC section 71mm x 20mm. The structure shall be fixed in floor walls with PVC roll plugs and 100mm long full threaded metal screws including clear vision plain glass 5mm thick as required and door complete and remaking the damaged surface etc. complete.

Specification : As directed by Engineer Incharge.

49 BDT

61

Providing and fixing partition of asbestos sheet 6 mm thick with country teak wood frame work consisting of 70 x70 mm vertical and horizontals of 70 x 35 mm and covering battens 20 x 10 mm at 1 m C/C on both ways including finishing with one coat of primer/ french polishing etc complete.

50 BDT

66A

Providing and fixing partition of 12mm thick three layered flat pressed prelaminated teak wood particle board exterior grade, BWP types Bonded with phenol formaldehyde synthetic resin conforming to I.S.12893-1990 including C.T.W. vertical 70 x 70 mm and top central and bottom rails of 70 x 35 mm and covering battens of 20 x 10 mm at 1 m C/C on both ways including finishing with one coat of primer etc complete.

111


Completed Labour

SR.NO. &

CODE NO.


Sq.m 2414.00 323.00


Sq.m 1844.00 323.00


Sq.m 1458.00 202.00


Sq.m 1656.00 283.00


51 BDT

68

Providing and fixing partition with 4mm thick superior Indian teak veneers on both sides including C.T. wood frame work 80 mm x 40 mm at 60 cm centre to centre and french polishing (without skirting) etc complete.

52

BDT

Providing and fixing partitions with 6 mm thick Indian teak veneers on one side including C.T. wood frame work 80 mm x 40 mm at 60 cm C/C and french polishing without skirting etc complete.

53 BDT

79

Providing and fixing partitions using 2.1 metre height and 12 mm thick three layered flat pressed veneered teak wood particle board, exterior grade, bonded with BWP type phenol formaldehyde synthetic resin conforming to I.S.12893-1990 with commercial veneers on both side including Aluminium frame and verticals of size of 65 mm x 40 mm in a pannels of 1.20 m etc. complete. (As per detailed drawing) (Sample to be got approved from Ex. Engineer before use)

54

BDT

83

Providing and fixing partitions of 4mm thick Indian teak veneers on one side and 4 mm. commercial type plywood on the other side including C.T.W. frame of 70 mm x 35 mm. at 60 cm. C/C including finishing with french polishing to veneer face and oil painting/french polishing other face etc. (as per detailed drawing) complete. (without skirting)

112


Completed Labour

SR.NO. &

CODE NO.


55

a) Anodised extruded aluminium partitions Sq.m 2340.00 352.00

Sq.m 2210.00 352.00


56


Sq.m 2460.00 292.00

Providing, supplying and fixing in position aluminium partitions, partly glazed and partly laminated having frame made out of extruded tubular section of size 40mm x 65 mm with 12 mm thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to I.S.12823-1990, laminated on both sides, Novateak or equivalent and 5 mm thick selected quality float glass pannels fixed with aluminium glass clips 12 mm x 12 mm and rubber cushioning beading to glass partition as per approved drawing etc. complete. (Sample to be got approved from Ex. Engineer before use)

b) For powder coating extruded aluminium partitions

Providing, supplying and fixing in position alluminium partitions with both sides laminated panels having frame made out of aluminium extruded tubular section of size 40 mm x 65 mm with 12 mm thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to I.S.12823-1990, laminated on both sides, Novateak or equivalent fixed with aluminium glazing clips of size 12mm x 12 mm as per approved drawing etc. complete.(Sample to be got approved from Ex. Engineer before use)


113


Completed Labour

SR.NO. &

CODE NO.



57


Sq.m 2370.00 352.00


a) For 22 B.W.G. plain G.I. sheet Sq.m 525.00 65.00

b) For 20 B.W.G. plain G.I. sheet Sq.m 575.00 65.00


Sq.m 245.00 58.00

Providing and fixing in position anodised extruded alluminium partition having frame made out of aluminium extruded tubular section of size 65 mm x 40 mm with 12 mm thick three layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin conforming to I.S.12823-1990, laminated on both sides, Novateak or equivalent, Laminated 5 mm thick selected quality of glass pannels fixed with aluminium glazing clips 12mm x 12mm (conical) rubber cushioning to glass as per detailed drawings etc. complete.(Sample to be got approved from Ex.Engineer before use)


58

BDT

93

Providing and fixing plain G.I. sheets on top of weather shed including scaffolding, fixing by means of nuts and bolts or as directed or as per detailed drawing complete. (Brackets of 70 mm x 45 mm to be paid seperately)

59 BDT

94

Providing and fixing 4 mm thick plain A.C. sheets on top of the weather shed including scaffolding, fixing by means of nuts and bolts or as directed etc. complete as per detailed drawing (Brackets of 70 mm x 45 mm to be paid seperately).

114


Completed Labour

SR.NO. &

CODE NO.



a) For clear glass Sq.m 550.00 58.00

Sq.m 590.00 58.00


61 Sq.m 580.00 52.00


62 Sq.m 1141.00 294.00


63

a) Alluminium Sq.m 3640.00 294.00

60

BDT

Providing and fixing glass panels 5.0 mm thick for all size including putty, C.T. beading etc. partition complete.

b) For Frosted Glass 5.0 mm thk. for all partitions.

Providing and fixing UV proof plastic sheet panels of approved quality in required thickness of 3 mm plain, clear or any colour or obscured (lining) in lieu of glass panes to doors/windows including providing and fixing clips, putty etc. complete. (Sample to be got approved from Ex.Engineer before use)

Providing and fixing GYP board material stud single layer partition 97.00 mm thick using single board of 12.5 mm thick on each side of 34/76/36 mm studs fixed to floor and ceiling channel 70/32 mm at every 610 mm regular interval horizontally including finishing the joints with jointing compounds, paper tape and two coats of primer paint etc complete.

Providing and fixing decorative grill of various sizes as per detail drawing and specification etc. complete. (Prior permission to be obtained from S.E. before execution of this item)

115


Completed Labour

SR.NO. &

CODE NO.


b) Stainless Steel (Weight @ 15 Kg/Sqm.) Sq.m 4000.00 600.00


64

a) For 2.00 mm thickness Sq.m 930.00 36.00

b) For 3.00 mm thickness Sq.m 1210.00 51.00


65 Sq.m 1630.00 220.00


Cu.m 93170.00 12870.00


Providing and fixing acrylic plastic sheet panels of approved quality in required thickness plain clear or any colour or obscured linings in lieu of glass pans to doors/windows including providing and fixing clips, putty etc. complete.

Providing and fixing of approved make wall panelling of approved design and colour made out of extruded rigid PVC double wall construction with multichamber hollow plastic section SPUF-141, 142, 143 of size 10 mm x 150 mm on the grid horizontal, vertical aluminum pipe section 25 mm x 25 mm as required plastic section will be fixed with concealled screws on frame work, corner supported with PVC "L" section and no screws shall be visible.

66

BDT 2

Providing and fixing country teak wood frame 60 mm x 100 mm for second class doors with/without ventilator windows and wondows fan light and clear storey windows including all mouldings, chamfering, rounding, and abauting holdfasts and finishing with one coat of primer etc. complete.(Only for exterior doors)

116


Completed Labour

SR.NO. &

CODE NO.


67 Sq.m 2659.00 646.00


Sq.m 4833.00 1130.00

Spec.No.: Bd.T.4/Page No. 479

Sq.m 3298.00 969.00


Sq.m 2843.00 807.00


Providing and Fixing C.T.W. 2nd class fully glazed ventilator rectangular in shape as per detailed drawing including iron oxdized fixtures and fastenings and finishing the wood work with one coat of primer etc. (without M.S. bar and frame) complete.(Only for exterior windows) (Prior permission of S.E.to be obtained for inclusion of this item in estimate.)

68 BDT

4A

Providing and Fixing C.T.W. 2nd class fully glazed ventilator rectangular in shape as per detailed drawing including iron oxidized fixtures and fastenings and finishing the wood work with one coat of primer etc. (with mild steel bars and frame) complete.

69

BDT 11

Providing and fixing country teak wood double leaf, 2nd class partly panelled and partly glazed door without fanlight/ ventilator as per drawings including iron oxidised fixtures and fastenings and finishing the wood work with one coat of primer etc. (excluding door frame) complete.

70

BDT 12

Providing and fixing country teak wood single leaf, 2nd class partly panelled and partly glazed door without fan light / ventilator as per drawings including iron oxidised fixtures and fastenings and finishing the wood work with one coat of primer etc.(excluding door frame) complete.

117


Completed Labour

SR.NO. &

CODE NO.


Sq.m 2961.00 888.00

Spec.No.: Bd. T. 23/ Page No. 494

Sq.m 2843.00 807.00


a) Sq.m 3996.00 727.00

b) Sq.m 4186.00 727.00


71 BDT

23

Providing and fixing country teak wood double leaf 2nd class 20mm thick false panelled door without fanlight as per detailed drawings including iron oxidised fixtures and finishing with one coat of primer etc.(excluding door frame) complete.

72 BDT 24

Providing and fixing country teak wood single leaf, 2nd class 20 mm thick false panelled door without ventilator as per detailed drawings including iron oxidised fixtures and fastenings and finishing the wood work with one coat of primer (excluding door frame) etc. complete.

73 BDT

127A

Providing and fixing double leaf panelled door C.C.T.W. 60 mm x 100 mm frame with ventilator, shutters 32 to 35 mm thick as per detailed drawings consisting of C.C.T.W. vertical styles and top rail 100 mm x 35 mm and lock and bottom rail 200mm x 35 mm including Iron oxidised fixtures and fastenings and T.W. beading at junctions of panels, inserted including three coats of oil painting complete. (Sample to be got approved from Ex.Engineer before use)

Panels of 12 mm thick 3 layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin with commercial veneers on both sides (conforming to I.S. 3097-1980) Novateak or equivalent

Panels of 12 mm thick, exterior grade prelaminated paticle board laminated on both side.

118


Completed Labour

SR.NO. &

CODE NO.


a) Sq.m 3326.00 618.00

b) Sq.m 3889.00 646.00


Sq.m 3059.00 872.00


74 BDT 127B

Providing and fixing single leaf panelled door C.C.T.W. 60 mm x 100 mm frame with ventilator, shutters 32 to 35 mm thick as per detailed drawings consisting of C.C.T.W. vertical styles and top rail 100 mm x 35 mm and lock and bottom rail 200 mm x 35 mm including Iron oxidized fixtures and fastenings and T.W. beading at junctions of panels inserted including three coats of oil painting complete. (Sample to be got approved from Ex.Engineer before use)

Panels of 12 mm thick 3 layered flat pressed teak wood particle board bonded with BWP type exterior grade phenol formaldehyde synthetic resin with commercial veneers on both sides (conforming to I.S. 3097-1980) Novateak or equivalent

Panels of 12 mm thick, exterior grade prelaminated paticle board laminated on both side.

75

BDT 42

Providing and fixing country teak wood 25 mm thick double leaf second class window with plain/ obscured glazed shutters without ventilator or fanlight as per detailed drawings including iron oxidised fixtures and fastenings stoppers and finishing the wood work with one coat of primer (excluding window frame) complete.

119


Completed Labour

SR.NO. &

CODE NO.


Sq.m 2600.00 316.00


76BDT

Providing and fixing 30mm thick factory made PVC rigid foam panelled door shutters made of MS tube 19 guage thickness size 19mm x 19 mm for styles and 15 mm x 15 mm for top and bottom rails, covered with heat moulded PVC "C" channel of 5 mm thick sheet and 30 mm x 75 mm wide to form styles and 5 mm thick and 100 mm wide PVC sheet for top rail, lock rail and bottom rail on either sides and 5 mm thick 20 mm wide cross PVC sheet as gap inserted for top rail and bottom rail, panelling of 5 mm thick, PVC sheet fitted in MS frame welded / seal to the style and rails with 5 mm x 30 mm PVC sheet beading on either side joint together with solvent cement adhesive etc. complete .

as per manufacturer's specification and direction of Engineer-In-Charge fixed to the frames with stainless steel hinges of 75 mm size aluminium tower bolt 100 mm size aluminium aldrop 250 mm size handles 100 mm size including all material, labour, machinery etc complete. ( For WC / Bath Shutters ) ( the item is exclusive of door frame.)

120


Completed Labour

SR.NO. &

CODE NO.


Sq.m 1100.00 140.00


a) Anodised aluminium doors Sq.m 3640.00 753.00

b) For powder coated aluminium doors Sq.m 3600.00 753.00

Spec.No.: As ddirected by Engineer incharge

77BDT

Providing and fixing factory made PVC door frame of approved make of size 50 mm x 45 mm with a wall thickness of 5 mm made out of extruded 5 mm rigid PVC foam sheet mitred at corners and joined with 2 nos of 150 mm long bracket of 15 mm x 15 mm M.S. square tube the vertical door profiles to be reinforced with 19 mm x 19 mm M.S. square tube of 19 guage EPDM rubber gasket weather seal to be provided throughout the frame. The door frame to be fixed to the wall using M.S. screws of 65 / 100 mm size complete as per manufacturer's specification and direction of Engineer-In-Charge.

78BDT

Providing and fixing in position alluminium single leaf panneled door with fan light mounted on floor spring, outer frame of size 100 mm. X 45 mm.of average thickness 2 mm. and weight 1.608 Kg. Per Rmt., Mechanically assembled at corner with shutter styles of size 50 mm. x 45 mm. x 2.82 mm. @ 1.351 Kg./ Rmt. top rail 50 mm. x 45 m. x 2.82 mm. @ 1.351 Kg./Rmt. lock rail and bottom rail 150 mm. x 45 mm. x 2.2 mm. at 2.376 Kg.Rmt. glazing clips 19 mm. x 17.8 mm. x 0.9 mm. @ 0.124 Kg./Rmt. with 1.5 mm. PVC SHEET , all fixtures and fastening , handles, tower bolt, lock, door stopper, rubber gasket etc. complete.

121


Completed Labour

SR.NO. &

CODE NO.


a) anodised alluminium doors Sq.m 4880.00 1189.00

b) For powder coated aluminium doors Sq.m 4755.00 1189.00

Spec. No. : As directed by Engineer incharge

Sq.m 2690.00 646.00

Spec.No.: As ddirected by Engineer incharge

79BDT

Providing and fixing in position double leaf panneled door with fan light mounted on floor spring, outer frame of size 100 mm. X 45 mm. of average thickness 2mm. and weight 1.608 Kg. Per Rmt. mechanically assembled at corner with shtter styles of size 50 mm. x 45 mm. x 2.82 mm. @ 1.351 Kg/Rmt. top rail 50mm.x 45 mm. x 2.82 mm. @ 1.351 Kg./Rmt. lock rail and bottom rail 150 mm. x 45 mm. x 2.2 mm. @ 2.376 Kg/Rmt. glazing clips 19 mm. x 17.8 mm x 0.9 mm. @ 0.124 Kg./Rmt. with 5 mm. float glass, all fixtures and fastening, handles, tower bolt, lock, door stopper, rubber gasket etc. complete.

80BDT

Providing and fixing FRP ( Fiber reinforced plastic) Door with shutter 25 to 30 mm. Thick having properties such as water proof resistant to termite resistant to mild acids and chemical. The thickness of FRP shold of of 1.5 mm.With extra reinforcement to sides, edges, recess for alluminium fixtures and fastenings and commercial types as per the approved design, including alluminium , fixtures and fastenings and two coats of synthetic acrylic emulsion paint etc. complete (Excluding door frame)

122


Completed Labour

SR.NO. &

CODE NO.


Sq.m 670.00 81.00

Spec.No.: As directed by Engineer incharge.

Sq.m 950.00 215.00

a) 35 mm thick Sq.m 3445.00 490.00b) 32 mm thick Sq.m 3215.00 490.00

Spec.No.: As directed by Engineer incharge

81BDT

Providing and fixing FRP (Fiber reinforced plastic) sheet of 1.75 mm. To 2.00 mm. Thick in any colour for all sizes in windows including, putty, C.T. bedding, having properties such as water proof resistant to termite, resistant to mild acids and chemical as per the approved design etc. complete.

82BDT

Providing and fixing solid core flush door in single leaf 32mm thick commercial type of exterior grade as per detail drawing approved commercial plywood facing on both side without glazing and ventians all necessary beads moulding and lipping, iron oxidised fixtures and fastening handles on both side and finish with one coat of primer completed(without frame).

83BDT

Providing & fixing ISI make commercial grade factory made hot pressed,phenol bonded solid core flush door in single leaf of exterior grade as per detailed drawings conforminf to I.S. 2202-1962 (Revised) with 0.8 mm thick matt finish lamination on both faces including Indian teak wood frame,stainless steel matt finish fixtures & fastenings,worth iron holdfasts with brass mortise lock,with french polish at sides,waxing etc.complete(without door frame).(Sample to be got approved from Ex.Engineer before use).

123

BD - U : IRON WORK


Completed Labour

a) --------- do ---------- 20 Kg/Sqm. Sq.m 1266.00 174.00

b) --------- do ---------- 25 Kg/Sqm. Sq.m 1529.00 235.00

Spec.No.: Bd.U.1/Page No.537

a) --------- do ---------- 20 Kg/Sqm. Sq.m 1972.00 187.00

b) --------- do ---------- 25 Kg/Sqm. Sq.m 2231.00 249.00

c) --------- do ---------- 30 Kg/Sqm. Sq.m 2495.00 267.00

d) --------- do ---------- 35 Kg/Sqm. Sq.m 2753.00 282.00

Spec.No.: Bd.U.1/Page No.537

SR.NO.

& CODE

NO.


1

BDU 1A

Providing and fixing mild steel grill work for windows, ventilators, etc. required kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete.

2 BDU

1A

Providing and fixing mild steel grill railing required kg/Sqm. with teak wood hand rail of size 75 mm x 60 mm and sill of 75 mm x 25 mm and newel posts for staircases, including fabricating, fixtures, erecting, the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colours and polishing the sill, hand rail and the newel post with french polish.

124


Completed Labour

SR.NO.

& CODE

NO.


3

a) --------- do ---------- 20 Kg/Sqm. Sq.m 1496.00 220.00

b) --------- do ---------- 25 Kg/Sqm. Sq.m 1754.00 231.00

c) --------- do ---------- 30 Kg/Sqm. Sq.m 2017.00 242.00

d)--------- do ---------- 35 Kg/Sqm. Sq.m 2279.00 250.00


4

a) --------- do ---------- 20 Kg/Sqm. Sq.m 1492.00 235.00

b) --------- do ---------- 25 Kg/Sqm. Sq.m 1777.00 258.00


Providing and fixing mild steel grill railing weighing required kg/Sqm. with PVC handrail cover and newel post for staircases, including fabricating, fixtures, drilling holes in concrete / other surface, erecting the grill work, necessary welding, fixing by nuts and bolts, fixing PVC handrail cover, with one coat of anitcorrosive paint and two coats of oil painting with approved colour and shade, remaking the damaged surface, cleaning, etc. complete.

Providing and fixing mild steel grill work railing required kg/Sqm. of rectangular hollow sections with PVC handrail covering as per drawing including newel posts for staircases, drilling holes in concrete/other surface,fabricating, fixtures, erecting grill work, necessary welding, fixing by nuts and bolts, fixing PVC handrail cover, with one coat of anticorrosive paint and two coats of oil painting with approved colour and shade, remaking good the damaged surface, cleaning etc. complete.

125


Completed Labour

SR.NO.

& CODE

NO.


5 Sq.m 2257.00 242.00


6

a) --------- do ---------- 20 Kg/Sqm. Sq.m 1380.00

b) --------- do ---------- 25 Kg/Sqm. Sq.m 1690.00


Providing & Fixing stainless steel railing with top and vertical pipe of 50mm dia at 0.90 m c/c or as required and horizontal pipes of 25mm dia in two rows, all pipes of 2 mm thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 mm dia above one major post etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use)

Providing & Fixing mild steelgrill railing of required kg/Sqm. with 50mm dia. MS Pipe hand rail & sill of 25mm x 3mm & newel posts for staircases, including fabricating, fixtures, erecting the grill work with one coat of anticorrossive paint & two coats of oil painting of approved colours to the sill, hand rail and the newel post.

126


Completed Labour

SR.NO.

& CODE

NO.


7

1) Upto height of 30 cm 15.00 3.00

2) From 30 to 45 cm height 22.00 5.00

1) Upto height of 30 cm 7.00 2.00

2) From 30 to 45 cm height 11.00 3.00

Providing and fixing mat finish stainless steel lettering of various heights as directed by enginner incharge including material, labour, cleaning etc. complete.

A) for single letter like A, B, C etc in English

and +,¤É,Eò <iªÉÉnùÒ ¨É®úÉ`öÒiÉÖxÉ

per cm. of

height

per cm. of

height

B) For half letters ¨É®úÉ`öÒiÉÒ±É EòÉx½þÉ, ¨ÉÉjÉÉ, =EòÉ®ú, ®ú¡É®ú +ÉÊhÉ Ê´É±ÉÉx]õÒ <iªÉÉnùÒ

per cm. of

height

per cm. of

height

127

BD - V : WATER SUPPLY AND SANITARY FITTINGS


Completed Labour

1 Ltr. 6.50 1.50 ###


2 Ltr. 6.80 1.50 ###

Spec.No.: As directed by Engineer-in-charge.

(i) 15 mm dia. Rmt. 229.00 48.00 ###

(ii) 20 mm dia. Rmt. 264.00 48.00 ###

(iii) 25 mm dia. Rmt. 309.00 48.00 ###

(iv) 32 mm dia. Rmt. 338.00 52.00 ###

(v) 40 mm dia. Rmt. 405.00 52.00 ###

(vi) 50 mm dia. Rmt. 525.00 52.00 ###

(vii) 75/80 mm dia. Rmt. 805.00 57.00 ###

(viii) 100 mm dia. Rmt. 1105.00 57.00 ###

SR.NO. & CODE

NO.


Providing, hoisting and fixing in position of approved make high density polyethylene UV stabilized conforming to I.S.12701, water storage tank with necessary connections, testing etc. complete. (Prior approval of sample by Ex. Engineer is necessary before use.)

Providing, hoisting and fixing in position ferrocement water storage tank with 25 mm. Thick walling with necessary connections, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

3

BDV

5A1

Providing and laying in trenches medium grade (type) galvanised iron pipe having embossed ISI Mark on it, of required diameter with screwed, sockets, joints, necessary galvanised iron fittings such as sockets, back nuts, elbows, bends, tees, reducers, enlargers, plugs, clamps etc. including necessary excavation, back filling, fixing with clamps, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

128


Completed Labour

SR.NO. & CODE

NO.


Spec.No.: Bd.V.5/Page No.551

(i) 15 mm dia. Rmt. 204.00 40.00 ###

(ii) 20 mm dia. Rmt. 244.00 40.00 ###

(iii) 25 mm dia. Rmt. 284.00 40.00 ###

(iv) 32 mm dia. Rmt. 314.00 44.00 ###

(v) 40 mm dia. Rmt. 379.00 44.00 ###

(vi) 50 mm dia. Rmt. 499.00 44.00 ###

(vii) 80 mm dia. Rmt. 754.00 47.00 ###


4 BDV 5

Providing and fixing on walls/ ceiling/floors, medium grade G.I. pipe (type) having embossed ISI Mark on it, of required diameter with screwed sockets, joints, necessary galvanised iron fittings such as sockets,back nuts,elbows, bends, tees, reducers, enlargers, plugs, clamps etc.including necessary drilling holes in walls, slabs etc. and remaking good the demolished portion to restore the same in original condition neatly and providing and applying anticorrosive primer and two coats of oil painting, testing, etc.complete.(Prior approval of sample by Ex.Engineer is necessary before use.)

129


Completed Labour

SR.NO. & CODE

NO.


(i) 15 mm dia. Rmt. 76.00 35.00 ###

(ii) 20 mm dia. Rmt. 95.00 35.00 ###

(iii) 25 mm dia. Rmt. 104.00 35.00 ###

(iv) 32 mm dia. Rmt. 131.00 35.00 ###

(v) 40 mm dia. Rmt. 163.00 37.00 ###

(vi) 50 mm dia. Rmt. 188.00 37.00 ###

(vii) 63 mm dia. Rmt. 233.00 37.00 ###


No. 207.00 28.00 ###


5 BDV

60A

Providing and fixing in position ultra violet stabilised UPVC plumbing pipe of specified outer diameter of required standard thickness conforming to I.S. 4985 including necessary fittings conforming to I.S. 7834 such as PVC bends, tees, reducers, clamps, plugs etc. including necessary excavation trench filling, necessary drilling holes in walls, slabs etc. and making good the surface complete.(For 10 kg/Sq.cm Pressure) (Prior approval of sample and brand by Ex.Engineer is necessary before use.

6

BDV 8

Providing and fixing 15 mm dia. Screw down bib/stop tap of brass including necessary sockets, union nut, testing etc. complete.(Prior approval of sample and brand by Ex. Engineer is necessary before use.)

130


Completed Labour

SR.NO. & CODE

NO.


(a) Bib cock Standard No. 174.00 23.00 ###

(b) Bib cock Fancy No. 290.00 24.00 ###

(c )Bib cock Long body No. 310.00 23.00 ###

(d) Bib cock piller cock No. 307.00 24.00 ###


No. 343.00 32.00 ###


No. 378.00 32.00 ###


No. 277.00 24.00 ###


7

BDV

Providing and fixing 15 mm dia. Screw down bib cock of symet type including necessary sockets, union nut, testing etc. complete. (Prior approval of sample by Ex.Engineer is necessary before use.)

8 BDV

8A

Providing and fixing 20 mm dia screw down bib/stop tap of brass including necessary sockets, union nut, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

9

BDV

8B

Providing and fixing 25 mm dia. Screw down bib/stop tap of brass including necessary sockets, union nut, testing etc. complete.(Prior approval of sample and brand by Ex. Engineer is necessary before use.)

10 BDV 9

Providing and fixing screw down 15 mm dia. metre wheeled stop tap of brass including necessary sockets, union nut, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

131


Completed Labour

SR.NO. & CODE

NO.


(a) Stop cock 15 mm (Male/Female) No. 187.00 24.00 ###

(b) Angle Stop cock 15 mm No. 202.00 23.00 ###

(c )Conceal Stop cock 15 mm No. 255.00 23.00 ###

(d) Stop cock 20 mm (Female) No. 215.00 23.00 ###

(e) Conceal Stop cock 20 mm No. 274.00 23.00 ###


a) 20 mm dia No. 360.00 31.00 ###

b) 25 mm dia No. 429.00 31.00 ###

c) 32 mm dia No. 529.00 31.00 ###

d) 40 mm dia No. 618.00 36.00 ###

e) 50 mm dia No. 983.00 36.00 ###

f) 65 mm dia No. 1479.00 43.00 ###

g) 80 mm dia No. 2254.00 43.00 ###


No. 282.00 25.00 ###

No. 162.00 23.00 ###


11 BDV

9

Providing and fixing stop cock of symet type of specified dia. including necessary sockets, union nut testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

12 BDV 9A

Providing and fixing screw down required dia. wheeled stop tap of brass including necessary sockets, union nut, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

13

BDV

12

Providing and fixing 100 mm dia. Chromium plated brass showers rose to 15 mm dia. Supply pipe including necessary bend and socket, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) ------ do ------ Swivelling in symet shower

132


Completed Labour

SR.NO. & CODE

NO.


No. 178.00 22.00 ###

Spec.No.: Bd.V.14./Page No.557

(a) 15 mm dia. No. 159.00 25.00 ###

(b) 15 mm dia. push cock with nipple No. 182.00 25.00 ###

(c) 20 mm dia. No. 188.00 25.00 ###


No. 255.00 25.00 ###


No. 1655.00 380.00###


14 BDV

14

Providing and fixing 15 mm diameter concussion push button type brass/ gun metal self closing tap including necessary socket, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

15 BDV

14

Providing and fixing push cock (Self closing tap) symet type of specified diameter including necessary socket, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

16 BDV

14A

Providing and fixing 25 mm diameter concussion push button type brass/ gun metal self-closing tap including necessary socket, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

17 BDV

Providing and fixing fittings and accessories such as ball cock, over flow pipe with mosquito proof coupling, scour pipe with plug, manhole with cover and locking arrangement, connecting pipes and embedding intake and outflow pipes into the R.C.C. water reservoir.

133


Completed Labour

SR.NO. & CODE

NO.


18 Each 2422.00 460.00###


No. 172.00 39.00 ###


No. 482.00 41.00 ###


Providing and fixing chromium plated wall mixer cock of heavy duty without washer with chromium plated showers with/without telephonic arrangement including necessary supply pipes 15 mm dia. and fittings like socket union, nuts, bends, valves, reducers, including necessary drilling holes in walls, slabs etc and remaking good the demolished portion to restore the same in original condition neatly and cleaning the site after completion of work, testing etc. complete. (S.E.'s permission to be obtained before execution of this item) (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

19 BDV

84

Providing and fixing 12 mm dia. Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirement, testing etc. complete.(Prior approval of sample and brand by Ex.Engineer is necessary before use.)

20 BDV

83

Providing and fixing 40 mm dia. Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirements testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

134


Completed Labour

SR.NO. & CODE

NO.


No. 3509.00 646.00###

No. 2973.00 525.00###


No. 3673.00 582.00###

No. 3205.00 493.00###


21

BDV

74

Providing and fixing 1st class white glazed earthenware "Orissa type" W.C.Pan 600 x 400 mm size including 'P'or 'S'trap UPVC soil and vent pipe upto the outside face of the wall, 1:5:10 cement concrete bedding, inlet pipe with stop tap, bracket for fixing the cistern, 32 mm dia. UPVC flush pipe with fitting and clamps, 20 mm dia. UPVC over flow pipe with mosquito proof coupling, chain and pulley, painting of the exposed pipe and cutting and making good walls and floor, testing etc. complete.(Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With 10 litre fibre high level flushing cistern with fittings

(b)….. Do …… without flushing cistern with flush cock and necessary fittings

22

BDV

77

Providing and fixing 1st class "Orissa Type" Colour Glazed earthenware 600 x 400 mm. W.C. PAN including `P' or `S' trap, UPVC soil and vent pipe upto the out side face of wall, including 100 mm dia. UPVC plug bend, inlet pipe with stop tap, brackets, 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC over flow pipe with mosquito proof coupling, UPVC chain and pulley, painting to cistern and exposed pipes, cutting and making good to the walls and floors, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With 10 litre UPVC high level flushing cistern with fittings.

(b) ----- do ------ without flushing cistern with flush cock and necessary fittings.

135


Completed Labour

SR.NO. & CODE

NO.


No. 3192.00 463.00###

No. 3494.00 486.00###

No. 2727.00 411.00###

No. 3040.00 443.00###


No 3294.00 484.00###

23 BDV

57

Providing and fixing European type white glazed earthenware W.C.PAN with UPVC seat and lid with chromium plated brass hinges and rubber buffers including UPVC and vent pipe upto the outside face of wall, pipe and stop tap brackets for fixing cistern 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC overflow pipe, mosquito proof couplings, G.I. chain and pulley, cutting and making good to the walls and floors, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With10 litre enamelled low level flushing cistern with fittings.

(b) ------ do ------- with water jet and fittings

(c) ------ do ------- without flushing cistern with flush cock and necessary fittings

(d) ------ do ------- without flushing cistern with water jet and fittings

24 BDV 56

Providing and fixing European type white glazed earthenware W.C. Pan with UPVC seat and lid with chromium plated brass hinges and rubber buffer including UPVC, soil and vent pipe up to the outside face of the wall and 100 mm dia. UPVC plug bend, 32 mm dia. UPVC flush pipe with fittings and clamps, 20 mm dia. UPVC overflow pipe with mosquito proof coupling chain and pulley, painting of the cistern and exposed pipe and cutting and making good to the walls and floors, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

(a) With 10 litres UPVC low level flushing cistern.

136


Completed Labour

SR.NO. & CODE

NO.


No. 3596.00 510.00###

No. 3277.00 408.00###

No. 3270.00 444.00###


No. 3394.00 484.00###

No. 3706.00 510.00###

No. 3117.00 408.00###

No. 3420.00 444.00###



(c) -------- do ------ Without Flushing tank with flush cock and necessary fittings.


25 BDV 21

Providing and fixing European type coloured glazed earthenware W.C PAN with Bekelite seat and lid with chromium plated brass hinges and rubber buffers including UPVC soil and vent pipe upto the outside face of wall, 32 mm. Dia. UPVC flush pipe with fittings, and clamps 20 mm dia. UPVC over flow pipe with mosquito proof couplings, painting to exposed pipe and cutting and making good to the wall and floor, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With 10 litre UPVC high level TANK flushing cistern.


(c) -------- do ------ Without Flushing cistern with flush cock and necessary fittings.


137


Completed Labour

SR.NO. & CODE

NO.


No. 3270.00 444.00###

No. 3603.00 471.00###

No. 2919.00 374.00###

No. 3227.00 404.00###


No. 3703.00 475.00###

No. 3349.00 433.00###

26 BDV

75

Providing and fixing European type white glazed earthernware water closet with syphonic trap with UPVC seat and lid with chromium plated brass hinges including UPVC soil and vent pipe upto the outside face of the wall including 100 mm dia. UPVC plug bend, inlet pipe, stop tap etc. all fittings, cutting and making good to the walls and floor, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With syphonic low level 10 litres UPVC cistern.


(c) -------- do ------ Without Flushing cistern with flush cock and necessary fittings.


27 BDV 76

Providing and fixing anglo Indian type white earthenware W.C.Pan with UPVC seat and lid with chromium plated brass hinges including UPVC soil and vent pipe upto the outside face of the wall and 100 mm dia. UPVC plug bend, 32 mm dia. PVC flush pipe with fittings and clamps,20 mm dia. PVC over flow pipe with mosquito proof coupling, G.I.chain and pulley painting of cistern and exposed pipe and cutting and making good to the walls and floor, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

(a) With 10 litre UPVC high level flushing cistern.

(b) -------- do ------ Without Flushing cistern with flush cock and necessary fittings.

138


Completed Labour

SR.NO. & CODE

NO.



No. 4489.00 433.00###


No. 4539.00 433.00###


No. 2229.00 322.00###


28 BDV

23

Providing and fixing white glazed earthenware full stall type Urinal without cistern, stop tap with inlet pipes and 32 mm dia. UPVC flush pipe, with fitting and flushing arrangement including UPVC soil pipe, UPVC trap and soil pipe connection upto the outside face of the wall, making good to damaged surface testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

29

BDV 23A

Providing and fixing coloured glazed earthenware full stall type Urinal without flushing cistern with inlet pipes, UPVC flush pipe, stop tap 32 mm dia. With fittings, UPVC soil pipe, UPVC trap and soil pipe connection upto the outside face of the wall, making good to damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

30 BDV 110

Providing and fixing white glazed earthenware semi stall type urinals without cistern, with inlet pipes stop tap, UPVC flush pipe with fittings and flushing arrangement including UPVC soil pipe, UPVC trap and soil pipe connection upto outside face of wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

139


Completed Labour

SR.NO. & CODE

NO.


No. 1492.00 355.00###


No. 2092.00 355.00###


No. 1862.00 242.00###


31

BDV

111

Providing and fixing white glazed porcelene ware lipped flat back or corner type urinals without flushing cistern, including glazed soil inlet pipes lead trap connection , UPVC flush pipe with fittings and flushing arrangement, including PVC soil pipe, UPVC trap and soil pipe connection upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

32 BDV

24

Providing and fixing white glazed earthenware urinal squatting type without cistern with fitting, inlet pipes, stop tap, 32 mm dia. UPVC flush pipe with fittings and spreader arrangement including UPVC soil pipe, UPVC trap, soil pipe connection upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

33

BDV 26

Providing and fixing white glazed earthenware lipped flat back corner type Urinal without flushing cistern, inlet pipe with stop tap, 32mm diameter UPVC pipe with fittings, including UPVC soil pipe, trap and soil pipe connection upto the outside face of wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

140


Completed Labour

SR.NO. & CODE

NO.


No. 2382.00 355.00###

Spec.No.: Bd.V. 28/Page No. 565

Rmt. 118.00 30.00 ###


No.

a) With cold water piller tap No. 1909.00 210.00###

b) With cold and hot water piller tap No. 2241.00 226.00###


34

BDV 28

Providing and fixing a group of two white glazed earthenware lipped flat back type Urinal without flushing cistern, with inlet pipe and stop tap, UPVC flush pipe with fittings including UPVC soil pipe, UPVC trap and soil pipe connections upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

35 BDV 29

Providing and laying 100 mm dia. half round white glazed earthenware pipes in 1:5:10 cement concrete bedding including bends, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

36 BDV 30B

Providing and fixing white glazed earthenware Wash Hand Basin of size 45 cm x 30 cm, brackets, rubber plugs and brass chain, stop tap, chromium plated bottle trap and necessary pipe connection including UPVC waste pipe and trap up to the out side face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

141


Completed Labour

SR.NO. & CODE

NO.



b)With cold and hot water piller tap No. 2571.00 226.00###




Spec.No.: Bd.V.30/Page No. 565




37 BDV

30C

Providing and fixing coloured glazed earthenware Wash Hand Basin of 45cm x 30cm, brackets, rubber plugs and brass chain, stop tap, chromium plated bottle trap and necessary pipe connection including UPVC waste pipe and trap up to the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

38 BDV

30

Providing and fixing white glazed earthenware Wash Hand Basin of 55 cm x 40 cm size, brackets, rubber plugs and brass chain, stop tap, chromium plated bottle trap and necessary pipe connections including UPVC waste pipe and trap upto the out side face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

39

BDV

30A

Providing and fixing coloured glazed earthenware Wash Hand Basin of 55 cm x 40 cm size, brackets, rubber plugs and brass chain, stop tap, chromium plated bottle trap and necessary pipe connection including UPVC waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

142


Completed Labour

SR.NO. & CODE

NO.


40 Each 10097.00 969.00###


41 Per No. 934.00 154.00###

No. 1866.00 177.00###

Providing and fixing moulded counter type wash hand basin including pillar tap, cold and hot water mixer tap, brackets, rubber plug and brass chain, stop tap, and necessary pipe connections including, chromium plated bottle trap, UPVC waste pipe and trap upto out side face of the walls, making good the damaged surface, testing etc. complete. (S.E's prior permission to be obtained before execution of this item.) (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

Providing and fixing high level 10 Lit capacity PVC cistern with fittings inlet PVC pipe with stop tap, brackets for fixing the cistern, 32 mm dia. PVC flush pipe with fittings and clamps 20 mm dia. PVC overflow pipe with mosquito proof coupling, galvanized iron chain and pulley, painting if ordered to cistern pipe etc. and cutting and making good the damaged walls and testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

Spec. No.: As directed by Engineer- in-charge.

42 BDV

31A

Providing and fixing white glazed earthenware sink 450mm x 300mm x 200mm including all connections of the G.I. supply and UPVC waste pipe and trap upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain and stop tap, making good the damaged surface, chromium plated bottle trap, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

143


Completed Labour

SR.NO. & CODE

NO.



No. 2608.00 193.00###


No. 2625.00 274.00###

Spec.No.: Bd.V.30/Page No. 565 No. 652.00 90.00 ###


No. 731.00 121.00###


43 BDV

31

Providing and fixing white glazed earthenware sink 600 mm x 450 mm x 200 mm including all connections of the G.I. supply and UPVC waste pipe and trap upto the outside face of the wall, cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain and stop tap, bottle trap, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

44 BDV

30D

Providing and fixing Steel sink of size 600 mm x 450 mm x 250 mm ( 1 mm thick) UPVC waste pipe upto outside face of wall, or upto nahani trap cold water chromium plated screw down bib tap, rubber plug and brass chain, making good the damaged surface, etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

45

BDV

32

Providing and fixing 8 cm C.I. Nahani Trap (long arm) including symet grating, bend, connecting piece of C.I. pipe upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

46 BDV

Providing and fixing 10cm C.I.Nahani Trap (long arm) including symet grating, bend, connecting piece of C.I.pipe upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

144


Completed Labour

SR.NO. & CODE

NO.


47 No. 226.00 69.00 ###


48 No. 308.00 72.00 ###


No. 723.00 92.00 ###


Rmt. 57.00 18.00 ###


Providing and fixing 8 cm. Rigid PVC. Nahani Trap including P.V.C. grating, bend, connecting piece of UPVC pipe up to the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

Providing and fixing 10 cm Rigid PVC Nahani Trap including PVC grating, bend, connecting piece of P.V.C.pipe of required diameter, pipe up to the outside face of the wall, making good the holes and repairs, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

49 BDV

38

Providing and fixing 15 cm x 10 cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including symet grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with R.C.C. lid and Symet grating for the gully trap, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

50

BDV 130

Providing and fixing in position 40 mm. Heavy type alkathene pipe for drainage connections including cutting, boring holes in wood work or masonry if necessary, making connections of pipe to sink and giving test for no leakages, making good the damaged surface etc. complete. (Prior approval of sample by Ex.Engineer is necessary before use.)

145


Completed Labour

SR.NO. & CODE

NO.


(a) 75 mm dia. Pipe Rmt. 184.00 48.00 ###

(b) 100 mm dia. Pipe Rmt. 233.00 84.00 ###

( c)150 mm dia. Pipe Rmt. 259.00 94.00 ###


52

(a) 75 mm dia. Pipe Rmt. 243.00 32.00 ###

(b) 110 mm dia. Pipe Rmt. 363.00 34.00 ###

(c ) 160 mm dia. Pipe Rmt. 544.00 45.00 ###


51 BDV 36A

Providing and fixing asbestos cement soil / vent / waste pipe of required diameter with necessary fixtures and fittings such as bends, tees, single junction, double junction, slotted vent, offsets on walls or in the ground including filling joints with cement mortar 1:2, painting with red lead oil base coat and two coats of anticorrosive paint including fixing pipes on walls by means of nails, driven through wooden lugs in wooden holder battens, fixed with concrete block and supported on ground floor by C.C. 1:2:4, block of 30 x 30 cm size, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 4 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

146


Completed Labour

SR.NO. & CODE

NO.


53 Rmt. 223.00 33.00 ###


(a ) 225 mm dia. Rmt. 406.00 68.00 ###

(b) 300 mm dia. Rmt. 518.00 84.00 ###


No. 3055.00 436.00###

No. 3476.00 501.00###


Providing and fixing in position unplasticized poly venyl-chloride (UPVC) ultra voilet rays stabilised 110 mm outer diameter rain water SWR pipe conforming to I.S. 4985 and I.S.13592,including necessary fittings, such as PVC grating, bends, with door, PVC clamps, horse shoes at bottom, rubber ring and making connections water tight with solvent, cement including making holes in masonary concrete redoing the same in C.M. 1:3, curing, testing etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

54

BDV

Providing and Laying concrete pipes of I.S.NP.2 class of required diameter in proper line, level and slope including necessary collars, laying, fixing with collars in cement mortar 1:1 and refilling the trench etc. complete. ( Excluding Excavation )

55

BDV

Providing and constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 60 cm including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, Brick Masonry, plastering from inside and airtight R.C.C. lid with frame fixed in cement concrete, curing, testing etc. complete.

a) WIthout Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

b) WIth Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

147


Completed Labour

SR.NO. & CODE

NO.


No. 4586.00 565.00###

No. 5435.00 615.00###

Spec.No.: Bd.V.43./Page No.574

No. 4904.00 589.00###

No. 5129.00 646.00###


58 No. 39.00 6.00 ###


56 BDV

43A

Providing and constructing Brick Masonry Inspection Chamber 90 cm x 45 cm x 60 cm including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, Brick Masonry, plastering from inside and airtight R.C.C.lid with frame fixed in cement concrete, curing, testing etc. complete.

a) WIth Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

b) WIth Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

57 BDV

44

Providing and constructing Brick Masonry intercepting trap Chamber 90cm x 45cm including 1:4:8 C.C. foundation 1:2:4 C.C. channels/salt glazed stoneware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and outside, R.C.C.lid with frame fixed in cement concrete, curing, testing etc. complete.

(a) wIth Reinforced cement concrete raft in B.C. soil area including cost of reinforcement

Providing and fixing in postion unplasticized polyvinyl chloride (UPVC) ultra violet stabilized 110 mm outer diameter cowl dome conforming to I.S.4985 including making joints with solvent cement etc. complete.

148


Completed Labour

SR.NO. & CODE

NO.


No. 497.00 73.00 ###


No. 648.00 89.00 ###


No. 834.00 259.00###


Rmt. 313.00 111.00###


No. 443.00 31.00 ###


59

BDV

Providing and fixing reinforced cement concrete cover of 7.5cm thick over manhole and inspection chamber including mild steel reinforcement, curing testing etc. complete. (1.15 m x 0.6 m. size) (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

60

BDV

Providing and fixing reinforced cement concrete round cover of 7.5 cm thick over manhole and inspection chamber including mild steel reinforcement etc.complete. (1.25 m dia.) (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

61 BDV

Providing soak pit of size 120 cm x 120 cm x 120 cm including excavating and filling with brick bats as per drawing etc. complete.

62 BDV

Providing effluent channel 1.00 M. x 1.00 M., filling with boulder 6 cm. to 20 cm. Size, hand packing and spreading murum at top etc. complete.

63 BDV

Providing and fixing 450 mm x 550 mm size superior type mirror with 16 mm dia. Nickel plated towel rod etc. complete. (Prior approval of sample and brand by Ex.Engineer is necessary before use.)

149


Completed Labour

SR.NO. & CODE

NO.


No. 158.00 33.00 ###


No. 106.00 39.00 ###


Rmt. 181.00 69.00 ###


Rmt. 253.00 55.00 ###


Rmt. 301.00 56.00 ###


64 BDV

Providing and fixing chromium plated towel rod 16 mm dia. And 75cm. in length including all accessories complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

65 BDV

Providing and fixing Glass Shelf 125 mm. Wide and 600 mm. long with necessary chromium plated brackets, providing T.W. gutties etc. complete.

66 BDV

Providing and fixing 100 mm dia. Salt Glazed Stoneware pipe including fittings such as bends, tees, single junctions, double junctions, laying, jointing (excluding excavation and refilling the trenches) etc. (Cement: 1.87 kg per m)

67

BDV-39

Providing and fixing 150 mm dia. Salt Glazed Stoneware pipe including fittings such as bends, tees, single junctions, double junctions, laying, jointing (excluding excavation and refilling the trenches) etc.complete (Cement: 2.24 kg per m)

68

BD/V-39

Providing and fixing 225 mm dia. Salt Glazed Stoneware pipe including fittings such as bends, tees, single junctions, double junctions, laying, jointing (excluding excavation and refilling the trenches) etc. (Cement: 4.04 kg per m)

150


Completed Labour

SR.NO. & CODE

NO.


Rmt. 879.00 97.00 ###

Spec. No.: BD.V.36 Page No. 571.

Rmt. 733.00 90.00 ###

Spec. No.: BD.V.35 Page No. 571.

No. 1281.00 336.00###

Spec. No.; As directed by Engineer- in-charge.

69 BDV 35

Providing and fixing 100 mm. Diameter cast iron centrifuguly spurn soil/ vent/ waste pipes with necessary fixtures and fitting such as bends, tees, single junction, double junction, slotted vent offsets on walls or in the ground including filling joints with lead with read lead oil paint coat and two coats of anticorrosive paint including fixing the pipe on walls by means of nails driven through lugs in wooden holder/battens and supported on ground floor by C.C. 1:2:4 of 30 cm. x 30 cm. size blocks complete.

70 BDV 35A

Providing and fixing 75 mm. Diameter cast iron centrifuguly spurn soil/ vent/ waste pipes with necessary fixtures and fitting such as bends, tees, single junction, double junction, slotted vent offsets on walls or in the ground including excavation, laying, refilling the trench and painting the exposed pipe with oil paint complete.

71 BDV

65

Providing and fixing Indian type white glazed earthenware 635 mm water closet pan including 'S' trap with earthenware foot rests, UPVC soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

151


Completed Labour

SR.NO. & CODE

NO.


No. 1350.00 331.00###

Spec. No.: As directed by Engineer in-charge.

No. 896.00 61.00 ###

Spec. No.: As directed by Engineer- in-charge.

No. 976.00 61.00 ###

Spec.No.: As directed by Engineer-in-charge.

No. 973.00 807.00###

Cum. 215.00 160.00###

77 No. 254.00 96.00 ###

72 BDV 66

Providing and fixing Indian type white glazed earthenware 675 mm water closet pan including 'S' trap with earthenware foot rests UPVC soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

73 BDV

Providing and fixing white glazed pedestal for W.H.B. of approved size and quality testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

74 BDV

Providing and fixing colour glazed pedestal for W.H.B. of approved size and make and quality testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use.)

75

Cleaning septic tank upto 1.5 Cu.m. capacity or equivalent testing etc. complete.

Spec. No. : As directed by Engineer- in- charge.

76

Cleaning septic tank more than 1.5 Cu.m. capacity, add for each additional Cu.m. capacity.

Spec. No. : As directed by Engineer- in-charge.

Replacement of internal fittings of PVC cisterns including removing old fittings etc. complete.

152


Completed Labour

SR.NO. & CODE

NO.



151

BD-W MISCELLANEOUS

(a) ANTITERMITE AND PEST CONTROL


Completed Labour

1 Sq.m. 15.00 7.00


2 No. 65.00 9.00


3 No. 115.00 7.00


4 Sq.m. 360.00 59.00


SR.NO.

& CODE

NO.


Providing general pest control services to the building to control the nuisance of the cockcroaches, lizards, bedbugs and other insects etc. with four operations in a year and monthly check up.

Providing general pest control services to small size inspection chambers to control nuisance of the cockcroaches during the year with monthly check up.

Providing general pest control services to big size inspection chamber to control nuisance of the cockcroaches, etc. complete during years with monthly check up.

Providing and fixing Net-lon or equivalant type extruded mosquito proof netting properly cut to the size and stiched with Nylon thread and squarely fixed with 20 mm vetrohood and loop fastening system for removal and refixing complete as per drawing and as directed by Engineer- in - charge. (Prior permission of S.E is necessary before inclusion of item in estimate)

152


Completed Labour

SR.NO.

& CODE

NO.


5 Sq.m 60.00 -


6 Sq.m. 108.00 -


7 Sq.m. 108.00 -


Providing Preconstructional Antitermite treatment by treating the bottom surface and the sides of excavation at the rate of 3 litres of emulsion concentrate of one percent concentration of CHLORPYRIFOC 20% EC, ISI approved conforming (I.S.8944), (i.e by diluting 5 ltr. of chlorpyrifoc 20% EC, with 95 ltr. of water) and spraying by high volume sprayer on one square metre surface area with ten years guarantee bond as per I.S.6313 (Part II 1971) .

Providing Preconstruction Antitermite treatment by treating the back fill in immediate contact with foundation at the rate of 5 litres of an emulsion concentrate of one percent concentration of CHLORPYRIFOC 20% EC ISI approved conforming to I.S.8944 per square metre of vertical surface area by high volume sprayer with ten years guarantee bond as per I.S. 6313 (Part II) of 1971.

Providing Preconstructional Anti- termite treatment by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate of one percent concentration of CHLORPYRIFOC 20% EC ISI approved conforming (I.S.8944) to per square metre of surface area by high volume sprayer with ten years guarantee bond as per I.S.- 6313 (Part III) of 1971.

153


Completed Labour

SR.NO.

& CODE

NO.


8 Sq.m. 145.00 -


9 Sq.m. 30.00 -


10 No. 20.00 -


Providing Postconstructional Anti- termite treatment to the soil along the external wall by punching holes of 1.2 to 1.5 cm diametre about 30 to 60 cm deep at 15 cm centre to centre as close to the wall as possible and inject one percent concentration of CHLORPYRIFOC 20% EC ISI approved conforming (I.S.8944)at the rate of 7.5 litre emulsion concrete per square metre and sealing the same with proper filling with two years guarantee bonds as per I.S.6313 (Part III) of 1971.

Providing exhaustive Antitermite treatment to the wooden frames by drilling 6 mm holes at four corners or as directed on one side, at downward angle of 45 degree at junction of wood work and masonry and in between, as instructed by Engineer, as per requirement, at the rate of 75 ml of chlorodane of 58 percent emulsion concentrate and filling with putty, etc. with two years guarantee bond as per I.S. – 6313 (Part III) of 1971.

Providing exhaustive Antitermite treatment to the wooden beams by injecting antitermite chemical emulsion at four corners or as directed, on one side at downward angle of 45 degree at wooden joints and masonry and in between as instructed by engineer, as per requirement at the rate of 80 ml of chlorodane of 58 percent emulsion concentrate per joint or more as per requirement and filling with putty, etc. with two years guarantee bond as per I.S.- 6313(Part III) of 1971.

154


Completed Labour

SR.NO.

& CODE

NO.


11 No. 8.00 -


12 Rmt. 25.00 -


Providing post constructional exhaustive Antitermite treatment to the sides of flooring by injecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole of 6mm diameter drilled at a distance of 30 cm centre to centre or more as per requirement and sealing the same with proper filling with two years guarantee bond as per I.S. 6313 (Part III) of 1971.

Providing post constructional exhaustive Antitermite treatment around the periphery by excavating trenches of 20 cms width and exposing the sides of columns and plinth beams upto a depth of 300 mm by injecting one percent of cholordane emulsion concentrate at the rate of 2.25 litres per running metre or more as per requirement with two years guarantee bond as per I.S.6313 (Part III) of 1971.

155

(b) GUNITING


Completed Labour

(i) ------ do ------ 25 mm thick Sq.m 390.00 53.00(ii) ------ do ------ 40 mm thick Sq.m 550.00 70.00(iii) ------ do ------ 50 mm thick Sq.m 660.00 88.00

Spec.No.: Bd.W.2./Page No.582

Sq.m. 935.00 94.00


3 Sq.m. 300.00 35.00


4 Sq.m. 200.00 40.00

SR.NO.

& CODE

NO.


1

BDW

2A

Guniting by dry mix process as per I.S. 9012 (1978) to ceilings, soffit & sides etc. in C.M. 1:3 proportion with admixture (guniting aid ie microsilica or sifumex-100 D powder) as per specified thickness under pressure 2.1 kg to 2.8 kg per Sq. cm. including forms, scaffolding, curing for 14 days etc. complete. (Excluding welded mesh reinforcement)

2

BDW

43

Guniting by dry mix process as per I.S. 9012 (1978) to ceilings,soffit & sides etc. in C.M. 1:3 proportion with admixture (guniting aid ie microsilica or sifumex-100 D powder) and 50 mm thick under pressure 2.1 kg to 2.8 kg per Sq. cm. including welded mesh of size 75 mm x 75 mm x 10 guage as reinforcement with fixing by anchor bolts with forms, scaffolding, curing for 14 days etc. complete.

Providing and applying approved epoxy resin before guniting to have perfect bond between old concrete or masonry and guniting by nylon brushes scaffolding labour etc. complete.

Providing and fixing welded mesh fabric for guniting of mesh size 75 mm x 75 mm and 10 gauge thick including scaffolding etc. complete.

156


Completed Labour

SR.NO.

& CODE

NO.



5 Sq.m 130.00 21.00


6 Sq.m 240.00 29.00


Providing and applying sand blasting to concrete surface to clean all loose,rust,dirt by mechanical means of compressor,blasting gun etc complete.

Providing and applying two coats of anticorrosive epoxy phenolic IPNET RB rebar protective system on exposed reinforcement and concrete penetrating corrosion inhibitor EPCO KP-100 or equivalent over adjoining concrete surface including chipping out loose concrete,cleaning the surface with wire brush etc. complete.

157

(c) FENCING WORK


Completed Labour

Rmt. 360.00 49.00

Rmt. 350.00 49.00

Spec.No.: Bd.W.3/Page No.583

Sq.m 1523.00 111.00


Sq.m. 1836.00 94.00

Spec.No.: Bd.W.6/Page No.585

SR.NO.

& CODE

NO.


1 BDW

3A

Providing and erecting 1.2 metre high wire fencing with five rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6mm) at 2.5 m. centre to centre including excavating pits for foundation, fixing posts in cement concrete 1:4:8 of size 45 x 45 x 45 cm., fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

(a) ------- " ----------- with precast concrete poles in M-15 concrete.

2

BDW

6A

Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of approved colour and shade etc. complete. (weight 18 kg. to 20 kg. Per Sq.m.)

3

BDW

6

Providing and fixing mild steel grill gate with angle iron frame 65 mm x 65 mm x 10 mm with iron bars at 150 mm C/C and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement welding, revetting with oil painting in three coats of approved colour shade. (Weight of gate 35 kg/Sq.m.)

158


Completed Labour

SR.NO.

& CODE

NO.


4 Rmt. 615.00 58.00


5 Rmt. 570.00 74.00

Providing and erecting 1.20 m. high chain link fencing with chain link having hole size 65 mm x 65 mm supported on M.S.angle post of size 50 mm x 50 mm x 6 mm at 2.40 m c/c including excavating pits for foundation fixing post in C.C. 1:4:8 of size 45 cm x 45 cm x 45 cm fixing chain link with 3.25 mm ( 10 guage ) G.I. wire at top and bottom and with oil paint etc. complete.

Providing and erecting 1.20 mtr high welded square mesh fencing with welded square mesh of 3 mm thick G.I. wire &having hole size 40 mm x 40 mm supported on M.S. angle post of size 50 mm x 50 mm x 6 mm as with M.S. flat of size 40 mm x 5 mm nut bolted with support angle including fixing post in C.C. 1:4:8 block and fastening with welded square mesh painting the exposed structural steel work etc. complete.


159


Completed Labour

SR.NO.

& CODE

NO.


6 Rmt. 1450.00 153.00

(a)------ do -------- Excluding B.B. masonary Rmt. 965.00 116.00


Providing and erecting including fabricating 0.90 Mt.high decorative type chain link fencing with panelling made out of M.S. angle 50 mm x 50 mm x 6 mm for frame work with M.S. flat 40 mm x 5 mm welded for fastening chain link with frame angle and chain link mesh of 10 gauge & having hole size 65 mm x 65 mm panelling supported on post made of M.S. flat 50 mm x 6 mm on either side of pannel including fixing posts in C.C. 1:4:8 block and fastening the chain link, painting the exposed structural steel work with oil paint (M.S.flat post to be 1.05 Mtr. in height above ground level), including constructing BB masonary 23 cm thick 0.50 m. in ht. (0.20 m below G.L. and 0.30 m. above G.L.) including cement plaster in C.M.1:5 and colour washing etc. complete.

160

(d) DISMANTALING


Completed Labour

Sq.m. 29.00 29.00 ###


Sq.m. 37.00 37.00 ###


Sq.m. 33.00 33.00 ###


4 Sq.m. 18.00 18.00 ###


5 Sq.m. 19.00 19.00 ###


6 Sq.m. 24.00 24.00 ###

SR.NO.

&CODE

NO.


1 BDW

Removing single country tiled roof with battens and stacking the materials as directed with all leads and lifts etc. complete.

2 BDW

8B

Removing double country tiled roof and ridge tiles with ridge and battens and stacking the materials as directed with all leads and lifts, complete including removing wood work below.

3 BDW

Removing Manglore tiled roof and ridge tiles with battens, ridge and barge boards, eaves boards etc. and stacking the materials as directed with all leads and lifts complete. Including removing wood work below.

Removing and resetting Manglore tiles from roof including refixing loose battens.

Removing G.I. and A.C sheet roof covering and stacking them as and where directed in the compound, including scaffolding etc. complete.

Removing G.I. and A.C sheet roofing including purlins and rafters etc. including sorting out serviceable and unserviceable material and stacking the same as and where directed in the compound, including scaffolding etc. complete.

161


Completed Labour

SR.NO.

&CODE

NO.



7 M.T. 779.00 754.00###


Cu.m. 649.00 649.00###


Sq.m. 15.00 14.00 ###


No. 145.00 138.00###


No. 130.00 127.00###


No. 108.00 108.00###

Removing R.S.girders of any size and span lowering the same and stacking neatly where ever directed in compound,scaffolding etc. complete for all height.

8 BDW

Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.

9

BDW

Removing planking from roof or ceiling and stacking them as directed with all leads and lifts etc. complete.

10 BDW

Removing queen post truss from roof and stacking the materials as directed with all leads and lifts etc. complete.

11

BDW

Removing king post truss from roof and stacking the materials as directed with all leads and lifts etc. complete.

12

BDW

Removing other type truss below 5 M span from roof and stacking the materials as directed with all leads and lifts etc. complete.

162


Completed Labour

SR.NO.

&CODE

NO.



Sq.m. 29.00 29.00 ###


Sq.m. 8.00 8.00 ###


15 Sq.m. 25.00 25.00 ###


Rmt. 3.00 3.00 ###


Sq.m. 2.00 2.00 ###


Rmt. 3.00 3.00 ###

13

BDW

Dismantling flat wooden or A.C. sheet ceiling with frame work including stacking the materials as directed with all leads, lifts etc. complete.

14

BDW

Removing cloth ceiling including frame work and stacking the materials as directed with all leads, lifts etc.complete.

Removing the tiles battens and dungree cloth, purlins, rafters, ridges etc. from roof, sorting out serviceable and unserviceable materials and stacking the same as and where directed in the compound scaffolding etc. complete.

16 BDW

Removing battens from roof and stacking them as directed with all leads and lifts etc. complete.

17 BDW

Removing matting from roof and stacking as directed with all leads and lifts etc. complete.

18

BDW

Removing purlins from roof including stacking as directed with all leads, lifts etc. complete.

163


Completed Labour

SR.NO.

&CODE

NO.



Rmt. 3.00 3.00 ###


Sq.m. 1.32 1.32 ###


No. 64.00 64.00 ###


No. 64.00 64.00 ###


Sq.m. 10.00 10.00 ###


Sq.m. 10.00 10.00 ###


19

BDW

Removing rafters from roof including the materials as directed with all leads, lifts etc. complete.

20 BDW

Removing cloth partition with frame work and stacking the materials as directed with all leads, lifts etc. complete.

21

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.

22 BDW

Removing ventilators and small windows with frame and stacking the materials with all leads, lifts etc. complete.

23 BDW

Removing wooden or A.C. partition including frame work and stacking the material as directed with all leads, lifts etc. complete.

24

BDW

Removing teak wood trellies work with frame including stacking the materials as directed with frame all leads, lifts etc. complete.

164


Completed Labour

SR.NO.

&CODE

NO.


Sq.m. 7.00 7.00 ###


Sq.m. 14.00 14.00 ###


Sq.m. 4.00 4.00 ###


Cu.m. 74.00 74.00 ###


Cu.m. 132.00 132.00###


Cu.m. 81.00 81.00 ###


Cu.m. 151.00 151.00###


25 BDW

Dismantling wooden floor including beams and joists, stacking the materials as directed with all leads, lifts etc. complete.

26

BDW

Removing cement or lime plaster including disposing of the spoils as directed with all leads, lifts etc. complete.

27 BDW

Removing mud plaster including disposing of the spoils as directed with all leads, lifts etc. complete.

28

Dismantling brick masonry in mud mortar and stacking the materials as directed with all leads, lifts etc. complete.

29

Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. complete.

30

BDW

Dismantling stone masonry in mud including stacking the materials as directed with all leads, lifts etc. complete.

31

BDW

Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. complete.

165


Completed Labour

SR.NO.

&CODE

NO.


Sq.m. 37.00 37.00 ###


Sq.m. 31.00 31.00 ###


Cu.m. 699.00 699.00###


Cu.m. 96.00 96.00 ###


Cu.m. 282.00 282.00###


Sq.m. 29.00 29.00 ###


Rmt. 4.00 4.00 ###

32 BDW

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete.

33 BDW

Removing Shahabad or Tandur stones from floor without bed concrete including stacking the materials as directed with all leads, lifts etc. complete.

34 BDW

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc. complete.

35 BDW

Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc. complete.

36

BDW

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc.complete.

37 BDW

Removing trap stone from floor without bed concrete including stacking the materials as directed with all leads, lifts etc. complete.

38 BDW

Removing wire fencing with wooden post and stacking the material with all leads, lifts etc. complete.

166


Completed Labour

SR.NO.

&CODE

NO.



Rmt. 5.50 5.50 ###


Rmt. 5.50 5.50 ###


Sq.m. 15.00 15.00 ###


Sq.m. 5.00 5.00 ###


No. 44.00 44.00 ###


39

BDW

Removing wire fencing with iron/ C.C. fencing posts and stacking the materials as directed with all leads, lifts etc. complete.

40

BDW

Removing iron pipe railing having wooden R.C.C. or C.C. or iron posts and stacking the materials as directed.

41 BDO

Removing old paint from steel and other metal surface with flame, cleaning and making the surface even and scaffolding etc. complete.

42 BDO

Removing old paint from steel and other metal surface with hand scrapping, cleaning and making the surface even and scaffolding etc. complete.

43

BDW

15

Removing Urinal Pans or W.H.B. with frame including disconnecting the sanitary and water supply connections, removing the same carefully and stacking the serviceable materials as and where directed including throwing the unserviceable materials outside.

167


Completed Labour

SR.NO.

&CODE

NO.


No. 97.00 97.00 ###


Sq.m. 1.32 1.32 ###


Sq.m. 8.00 8.00 ###


(a) For 1 Km. Cu.m. 215.00 --

(b) For 2 Km. Cu.m. 231.00 --

(c ) For 3 Km. Cu.m. 248.00 --

(d) For 4 Km. Cu.m. 264.00 --

(e) For 5 Km. Cu.m. 281.00 --

44 BDW 16

Removing W.C. Pan including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed concrete around pan centre to centre including removing the same carefully and stacking serviceable materials as and where directed including throwing the unserviceable material out side etc complete

45

BDW

16

Scraping out old white wash/colour wash by, brushing and or scraping by sand paper and preparing the wall surface smooth including necessary repairs to scratches etc. complete.

46

BDW

16

Scraping out old white wash/colour wash/distemper by brushing and or scraping by sand paper and preparing the wall surface by applying full putty of approved make to complete surface, scraping with sand paper and making smooth surface to receive further painting coats etc. complete.

47

BDW

16

Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed.

168


Completed Labour

SR.NO.

&CODE

NO.



354

Page 169 BRIDGE WORK--1

BR :- BRIDGE WORKDESCRIPTION OF ITEMS UNIT

Completed Completed Completed Completed Completed

Lift upto 1.5 meter Cu.m. 155.93 125.00 -100.00

above 1.50 meter to 3.00 meter Cu.m. 165.36 137.00 -100.00


above 6.00 meter Cu.m. 224.72 163.00 -100.00

Spec.No.: BR.3/Page No.102




3







above 6.00 meter Cu.m. 248.20 187.00 -100.00

Spec.No: BR.3/Page No.102

SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)

RATES Proposed For C.S.R 2012-2013 (In Rs)

% Increase Than 2011-

12

1 BR

3A1

Excavation for foundation in earth, soils of all types, sand, gravel soft murum etc. including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

2 BR 3A2

Excavation for foundation in earth, soils of all types, sand, gravel soft murum etc. for cut off wall including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed etc. complete.

Excavation for foundation and raft in marshy soil including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed etc. complete.

4 BR

3B

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12


Above 1.50 meter to 3.00 meter Cu.m. 197.48 179.00 -100.00


Above 6.00 meter Cu.m. 275.07 199.00 -100.00





Above 6.00 meter Cu.m. 624.39 314.00 -100.00


Lift Upto 1.5 meter Cu.m. 956.47 397.00 -100.00



Above 6.00 meter Cu.m. 1132.43 426.00 -100.00





above 6.00 meter Cu.m. 1602.77 590.00 -100.00


5

BR 3C

Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

6 BR

3D

Excavation for foundation in soft rock and including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

7 BR 3E

Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed in hard rock (blasted).

8

BR

3F

Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed in hard rock. (chiselled and wedged or line drilled)

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

9

A) For Open Foundation.

i) For abutment Cu.m

ii) For pier Cu.m

iii) For returns Cu.m up to 79.25 up to 62.00 10.71%

B) For raft foundation

i) For raft with cut off in Sandy strata Sq.m.

ii) Other strata like B.C. soil, soft moorum etc. Sq.m.

Sq.m.

C) Apron with curtain walls ini) All types of strata Sq.m.

Sq.m.


Cu.m. 2696.55 2800.00 -100.00

Spec.No.: BR5/Page No.105/I.S.456 (2000)

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.

75.10 to 454.30

66.00 to 115.00

10% to 10.58%

130.35 to 963.60

105.00 to 770.00

10.53% to 10%

204.05 to 340.45

129.00 to 253.00

10.26% to 10%

152.30 to 232.10

103.00 to 180.00

9.57% to 9.76%

iii) Perennial river / streams in sandy / Non sandy strata in command area of Irrigation project having summer Irrigation

602.45 to 971.55

512.00 to 872.00

9.87% to 9.96%

67.80 to 146.95

62.00 to 133.00

10.71% to 9.92%

ii) Perennial river / streams in sandy/Non sandy strata in command area of Irrigation project having summer Irrigation .

163.15 to 204.15

150.00 to 187.00

10.29% to 10%

10 BR

5

Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

a) For C.C. M-15 grade Cu.m. 3552.35 3340.00 -100.00

b) For C.C. M-20 grade Cu.m. 3789.65 3550.00 -100.00

c) For C.C. M-25 grade Cu.m. 3904.00 3692.00 -100.00

Spec.No.: BR.5/Page No.105/I.S.456 (2000) 12 Cu.m. 3346.05 3250.00 -100.00

11 BR

5F

Providing and laying in situ C.C.of required grade of trap / granite / quartzite / gneiss metal in foundation including necessary bailing out water, including plywood/steel form work, steel centering and excluding dewatering by pump compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed)

Providing and laying in situ C.C. M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for annular filling around pier / abutment including necessary bailing out water, excluding dewatering by pump compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12




d) For C.C. M-30 grade Cu.m. 5189.15 4920.00 -100.00

Spec.No: BR.5/Page No.105/I.S.456 (2000)

Cu.m. 3128.20 2830.00 -100.00


13 BR

5A

Providing and laying in situ C.C. of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

14 BR

5E

Providing and laying in situ 1:3:6 cement concrete of trap / granite / quartzite / gneiss metal for levelling coures below R.C.C raft and in foundation including necessary plywood/steel formwork, steel centering, compaction by vibrating finishing, curing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12




Spec.No.: BR.5/Page No. 105/I.S. 456 (2000)

Rmt. 161.95 113.00 -100.00


17 Cu.m. 3186.45 2950.00 -100.00


Cu.m. 569.90 395.00 -100.00


15 BR 5C

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C raft and providing vertical headers including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

16 BR

5G

Providing and fixing A.C./ UPVC pipes of 100 mm diameter and of required length for relieving water pressure, stone filter as directed complete.(For weep holes in raft).

Providing and laying in position Precast Plain cement concrete M-10 grade blocks of rectangular shape, for aprons on U/s and D/s sides as per drawing and as directed complete.

18 BR

6A

Providing and laying in position trap / granite / quartzite / gneiss stone of appoved quality for aprons on U/s and D/s sides as per drawing and as directed complete.Weight of atleast 80% of stones shall be more than 40kg.(Including royalty)

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

M.T. 63585.40 53400.00 -100.00


M.T. 59328.45 51700.00 -100.00





Spec.No.: BR.10/Page No. 110




Spec.No.: BR.13/Page No.112/I.S.456 (2000)

19 BR

8

Providing, fabricating, launching, floating and grounding in position steel curbs for wells with necessary steel bracing and steel cuting edges as shown in the detailed drawings.

20 BR

Providing fabricating and setting out mild steel cutting edges for R.C.C well curbs as shown on the detailed drawings.

21 BR

12

Providing and laying in situ C.C required grade of trap / granite / quartzite / gneiss metal for R.C.C well curbs including necessary compacting by vibrating, finishing and finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface curing complete. (Excluding reinforcement and including steel shuttering & cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

22 BR 131

Providing and laying in situ C.C. of requierd grade of trap / granite / quartzite / gneiss metal in well steining including compacting by vibrating, finishing and finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface, curing complete. (Excluding reinforcement and including steel shuttering & cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

23

A) 4 m. dia. Twin wellDepth up to 5 m. Rmt 30310.00 33340.00 -100.00

Depth 5 m. to 10 m. Rmt. 37887.00 41675.00 -100.00

Depth 10 m. to 15 m. Rmt. 40918.00 45010.00 -100.00

Depth 15 m. to 20 m. Rmt. 46980.00 51675.00 -100.00

B) 4 m. dia. Single well

Depth up to 5 m. Rmt. 29789.00 32765.00 -100.00

Depth 5 m. to 10 m. Rmt. 38726.00 42595.00 -100.00

Depth 10 m. to 15 m. Rmt. 41705.00 45875.00 -100.00

Depth 15 m. to 20 m. Rmt. 47662.00 52425.00 -100.00

C) 6 m. dia. Single well

Depth up to 5 m. Rmt. 47681.00 52450.00 -100.00

Depth 5 m. to 10 m. Rmt. 61985.00 68180.00 -100.00

Depth 10 m. to 15 m. Rmt. 66753.00 73425.00 -100.00

Depth 15 m. to 20 m. Rmt. 76290.00 83920.00 -100.00

D) 8 m. dia Single well

Depth up to 5 m. Rmt. 85846.00 94430.00 -100.00

Depth 5 m. to 10 m. Rmt. 111600.00 122760.00 -100.00

Depth 10 m. to 15 m. Rmt. 120184.00 132200.00 -100.00

Depth 15 m. to 20 m. Rmt. 137354.00 151090.00 -100.00

E) 10 m. dia Single well

Depth up to 5 m. Rmt. 100979.00 111075.00 -100.00

Depth 5 m. to 10 m. Rmt. 131273.00 144400.00 -100.00

Depth 10 m. to 15 m. Rmt. 141371.00 155505.00 -100.00

Depth 15 m. to 20 m. Rmt. 161566.00 177720.00 -100.00

1) 100% Extra for depth above 20m

Sinking the wells for foundation in soft strata / boulders etc. which can be removed by grabing & chiselling soft disintegrated rock which requires special efforts , including blasting , large scale dewatering heavy chiselling, cutting by pneumatic tools and all materials available to sink trough such strata including removal of obstacles and use of necessary plant & machinery, drivers etc.and proper setting of wells including all sinking (depth 0 to 5 meters).

2) for change in diameter of well add difference on prorata on area basis.

Note: Add 200% for sinking in soft rock and 400% in hard rock.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

a) Depth up to 5 m. Rmt 63610.00 69970.00 -100.00

b) Depth from 5 m. to 10 m. Rmt 82693.00 90960.00 -100.00

c) Depth from 10 m. to 15 m. Rmt. 84054.00 92460.00 -100.00

d) Depth from 15 m. to 20 m. Rmt. 101776.00 111950.00 -100.00


Note : Add 200% for soft rock.Add 400% for hard rock.Spec.No.: BR.14/Page No.113

No. 10107.25 4745.00 -100.00


No. 8131.05 5065.00 -100.00


Cu.m. 3718.00 3265.00 -100.00


Cu.m. 498.10 220.00 -100.00


Cu.m. 3654.65 3135.00 -100.00


24 BR 14

Sinking of well 7 m. dia. for foundation

through all strata except rock by approved

method including removal of obstacle and use of

necessary plant, machinery, divers etc. and

proper seating of the well.

e) For change in diameter of well add difference on prorata on area basis.


25 BR

16

Providing steel anchor dowels at the base of the well including drilling holes upto 2.5 m. depth in rock, placing the dowels in position and effectively grouting the holes. (32 mm dia. steel rod of 4.0 m. length grouted upto 2.5 m depth.)

26 BR

16A

Providing steel anchor dowels in rock for steining, including drilling holes upto 2.5 m. depth in rock, placing dowels in position and effectively grouting holes ( 32 mm diameter steel rod of 4.0 m length grouted upto 2.5 m depth.)

27

BR 17

Providing and laying in situ C.C M-15 of trap / granite / quartzite/ gneiss metal for the bottom plugs of wells in the dry or under water including compaction and curing wherever necessary.

28 BR

18

Providing and filling in well with sand/rubble and sand/shingle and sand including compaction between the top and bottom plugs.

29 BR

19

Providing and laying in situ C.C. M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for top plug of well including compaction by vibration and curing .

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12





31

Liner of 750 mm dia. Rmt. 9611.80 8340.00 -100.00





30 BR 24

Providing and laying in situ C.C.of required grade of trap / granite / quartzite / gneiss metal for R.C.C. well / pile cap including plywood/ steel formwork and steel, centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding M.S. reinforcement and including shuttering & cover block) The C.M.1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Providing, placing and driving in position 6 mm thick permanent M.S. liner upto required depth with 12 mm thick M.S.cutting edge of 0.50 m length at bottom including fabricating, cutting the M.S.sheet to required diameter and shape, welding the joints and driving with the help of required machineries including all materials, labour and lift etc. complete.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

32

For M-20

750 mm diameter Rmt. 5772.65 4195.00 -100.00

900 mm diameter Rmt. 15696.45 5050.00 -100.00

1000 mm diameter Rmt. 9138.05 5955.00 -100.00

1200 mm diameter Rmt. 11975.45 7465.00 -100.00

For M-25

750 mm diameter Rmt. 5801.00 4295.00 -100.00

900 mm diameter Rmt. 7778.50 5150.00 -100.00

1000 mm diameter Rmt. 9218.45 6055.00 -100.00

1200 mm diameter Rmt. 12099.90 7565.00 -100.00

For M-30

750 mm diameter Rmt. 6208.70 4415.00 -100.00

900 mm diameter Rmt. 8331.25 5570.00 -100.00

1000 mm diameter Rmt. 9880.05 6175.00 -100.00

1200 mm diameter Rmt. 12982.40 7685.00 -100.00

For M-35

750 mm diameter Rmt. 6364.30 4485.00 -100.00

900 mm diameter Rmt. 7767.00 5340.00 -100.00

1000 mm diameter Rmt. 10136.00 6245.00 -100.00

1200 mm diameter Rmt. 13327.20 7755.00 -100.00


Boring and providing specified grade R.C.C. cast in situ bored piles each of capacity as designed and of required diameter as directed, place through steel shell sunk to the required depth through all types of strata, use of bentonite slurry as directed including placing concrete by trimmey arrangement compaction of concrete and withdrawal shell etc. complete. (Excluding cost of reinforcement).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12


b) For C.C. M-20grade Cu.m. 4429.60 3790.00 -100.00




Rmt. 198.90 120.00 -100.00


a) Mild /H.Y.S.D.steel bars M.T. 57838.95 53150.00 -100.00

b) TMT steel bars M.T. 60075.90 54530.00 -100.00


25 mm diameter and under. No. 159.35 160.00 -100.00

28 mm diameter. No. 178.50 180.00 -100.00

32 mm diameter. No. 239.80 225.00 -100.00

36 mm diameter. No. 269.80 250.00 -100.00

40 mm diameter. No. 299.75 285.00 -100.00


33 BR

27B

Providing and laying C.C. of required grade of trap / granite / quartzite / gneiss metal for cast in situ piers, abutments, returns, wings etc. including provision of 'V' shaped false joints to form suitable panels on the faces to approved design including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing and bailing out water. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

34 BR 57D

Providing and fixing A.C./ PVC pipe of 100 mm. dia and of required length for providing weep holes in abutment, riding returns, including necessary inverted filter etc. complete.

35 BR

35

Providing and cutting, bending, hooking, laying, in position and tying bar reinforcement as per detailed drawing for R.C.C. works etc. complete.

36 BR

Providing welded joints for mild / H.Y.S.D steel reinforcement bars of

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12









37 BR

29A

Providing and laying in situ C.C of required grade of trap / granite / quartzite/ gneiss metal for R.C.C caps over piers and abutments including necessray scaffolding, plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement and including centering & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

38

BR

30

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for the R.C.C concrete block below the bearing including scaffolding, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement and including steel formwork, plywood centering & cover block .) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

Sq.m. 12.75 14.00 -100.00


Rmt. 1305.55 1160.00 -100.00


41 0.95 0.90 -100.00


No. 1375.80 780.00 -100.00


Height upto 3.00 ma) For C.C. M-20 grade Cu.m. 4937.55 4820.00 -100.00


c) For C.C. M-30grade Cu.m. 5189.55 5040.00 -100.00


Note :

39 BR

Providing tar paper bearing of approved quality in proper size etc. complete.

40

BR

Providing M.S.PLATE expansion joints as per detailed drawings.

Providing elastomeric bearing in required position testing, cuting, fixing in position as per detailed drawing including scaffolding etc. complete.

Cu.Cm.

42

BR

48

Providing vent holes in slab and wearing course of 100 mm dia. of galvanised iron/110 mm outer dia. UPVC (SWR) grade pipe having tail end 300 mm. Below soffit of slab, with mild steel sheet box (18 gauge) in conical funnel shape with 200 mm x 200 mm size iron grating on top as per drawing etc. complete.

43 BR

38A1

Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C Work in solid / deck slab including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing and finishing in cement plaster (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

Add for height above 3m to 6m. - 5% (Above average bed level)

Add for height above 6m. - 10% (Above average bed level)

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12


354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

Height upto 3 m a) For C.C. M-20 grade Cu.m. 6561.00 6055.00 -100.00


Note :


a) For C.C. M-20 grade Cu.m 5349.85 5200.00 -100.00

b) For C.C. M-25 grade Cu.m 5479.25 5320.00 -100.00

c) For C.C. M-30 grade Cu.m 5641.00 5420.00 -100.00

d) For C.C. M-35 grade Cu.m 5738.05 5490.00 -100.00

Height upto 3 m Note :

44 BR

38B

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C Work in arches including skew back, plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed).

Add upto height above 3m to 6m. - 5% (Above average bed level)


45

BR 38A

Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C. Work in main / cross, girder, diaphragm etc. including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).



354




SR.NO. &

CODE No.

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2012 (In Rs)

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2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12


354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

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2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

No. 592.90 565.00 -100.00

a ) UPVC (SWR) grade 110 mm pipe No. 155.00 165.00 -100.00


Sq.m. 789.15 725.00 -100.00

Spec. No.: BR. 43/Page No. 138

Cu.m. 3019.35 2580.00 -100.00


Cu.m. 708.05 325.00 -100.00

Spec.No.: BR.46/Page No.140. 50

a) For 15 mm Thickness Sqm. 1488.05 360.00

b) For 25 mm Thickness Sqm. 500.00 600.00

c) For 40 mm Thickness Sqm. 800.00 960.00

Spec. No. :M.O.R.T.& H 2001 Clause No 515

P. No. 207

46 BR

Providing galvanised iron 100 mm diameter 110 mm outer diameter pipe for water spouts as per drawing.

47 BR

Providing expansion joints with 25 mm thick bitumenous pad as per detailed drawings.

48 BR

45

Providing and laying in situ 1:3:6 cement concrete of trap / granite / quartzite / gneiss metal for haunch filling including compacting, curing complete.

49 BR

Providing trap/granite/quartzite/ gneiss rubble filling over haunches and arches including hand packing.

Providing and laying Mastic asphalt wearing course with paving grade bitumen 14 % by weight of total mix, filler, fine & course aggregate, meeting the requirements given in table 500-29, of MORT&H Specifications prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0 C, protruding 1 mm to 4 mm over mastic surface, etc. complete (excluding tack coat, mix design is required for each case).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

i) For C.C. M-20 grade Cu.m. 4838.30 4145.00 -100.00

ii) For C.C. M-25 grade Cu.m. 4953.80 4245.00 -100.00

i) For C.C. M-20 grade Cu.m. 7828.90 8280.00 -100.00

ii) For C.C. M-25 grade Cu.m. 7952.55 8380.00 -100.00


a) For C.C. M-20 grade

i) For kerb and ballast wall. Cu.m. 5034.25 4660.00 -100.00

ii) For box return Cu.m. 5540.40 5450.00 -100.00

b) For C.C. M-25 gradei) For kerb and ballast wall. Cu.m. 5156.95 4760.00 -100.00

ii) For box return Cu.m. 5675.85 5550.00 -100.00

iii) For Box cell Cu.m. 6017.65 5840.00 -100.00


51

BR

47C

A) Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite /gneiss metal for wearing course 8 cm. thick including plywood/steel formwork, steel centering and compaction by vibrator, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc. complete. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

B) Including steel fibres confirming to I.S. 280-1978 and IRC- SP-46-1997 (fibre diameter 0.50 mm to 1.00 mm and length 25mm. to 50mm.) at the rate of 40 Kg/cum Note :-a) Item to be used for bridges only b) for item no 51 (B), separate item of steel reinforcement shall not be considered.

52 BR 50A

Providing and laying in situ Cement concrete of required grade or trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

Rmt. 1533.50 1400.00 -100.00

Rmt. 2243.30 1570.00 -100.00

Spec.No.: BR.51(B)/Page No.145

53 BR

51A

Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface.

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Spec.No.: BR.51(A)/Page No.144/I.S. 456(1978)

54 BR 51B

Providing railing of mild steel angle of 75mm x 75 mm x 10 mm I section of 75 mm x 35 mm/Channel section 75 mm x 40 mm x 4.4 mm/ rectangular hollow section of 66 mm x 33 mm with 3 no. of 37.5 mm G.I. bars at a distance of 370 mm C/C bottom bar is provided at 150 mm above kerb and height of railing upto top bar is at 1.10 mt from road top surface including drilling holes, fixing post to kerb by 25 mm dia. bolts embeded 200 mm in kerb, including scaffolding, three coats of painting etc. as per drawing complete.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

Rmt. 1796.60 1655.00 -100.00

Spec.No.: BR.51(D)/P.No.146

Rmt. 1201.55 1195.00 -100.00

57 Rmt. 12266.00 12180.00 -100.00

Spec.No.:As directed by Enginer incharge.

Sq.m. 3155.25 3094.00 -100.00


55 BR

51D

Providing removable railing of height 1.10 m with mild steel channel size 75 mm x 40 mm of Ht.1.225 mt. above top of road surface posts and removable galvanised iron pipe of dia 37.5 mm 3 nos. at distance 370 mm C/C and bottom bar 150 mm above kerb as per the detailed drawings including scaffolding and painting etc. complete.

56 BR

51E

Providing railing of cast in situ R.C.C posts with 1:2:4 (M-15) cement concrete trap / granite / quartzite / gneiss metal size 150 mm x 150 mm x 1.240 mm and removable galvanised iron pipes of dia. 37.5 mm 3 nos. at distance 370 mm C/C and bottom bar 150 mm above kerb as per the detailed drawings (including cost of reinforcement) scaffolding,steel centering, plywood/steel formwork etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

Spec.No.: BR.51(E)/Page No.147/I.S. 456(2000)

Providing and laying of a strip seal expansion joint catering to maxium horizontal movement up to 70 mm, complete as per approved drawing and standard specifications to be installedby the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

58 BR

Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 C.M. border.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

Cu.m. 477.15 394.00 -100.00


Cu.m. 342.85 304.00 -100.00


Sq.m. 632.75 529.00 -100.00


62 Rmt. 2566.42 2475.00

Metal Beam Crash Barrier

63 Rmt 42670.40 2860.00

Type - A, "W" : Metal Beam Crash Barrier Spec. No. :M.O.R.T.& H. 2001 Clause No 810

P. No. 330

59 BR

Providing trap / granite / quartzite / gneiss rubble filling behind the abutment, returns or wings.

60 BR

Providing and filling sand below raft and in box return including compaction etc.complete. (Including lead up to 500m )

61 BR

Providing 90 cm thick flexible stone mat as per standard drawing including supplying all materials at work site spreading and compaction etc. complete.

Providing and fixing single sided "W" beam metalic anti crash barrier as per IRC-5 & MORTH specifications fixed on M.S. Post 'C' type channel of size 150 x 75 x 5 mm. 1.90 mtr. Long with "W" beam confirming IS:5386 grade Fe 410 of size 311 x 82.5 x 3 mm. including zinc coating to channel post, "W" beam and all nut bolts and fixing the post in 350 x 350 x 1140 mm. CC M-15 block at 2.00 m. centre to centre of channel post including providing and fixing of suitable reflective (luminous) diveces on the traffic face of the barrier at intervals to ensure adequate visibility during night and foggy conditions etc. complete.

Spec.No.: MORTH CL.No. 810 and IRC-5 Clause No. 115-4.

Providing and erecting "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC channel vertical post of size150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m in height and 1.10 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per M.O.R.T.& H. clause 810 etc. complete.

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

64 Rmt 3015.60 4180.00

Type - B, "THRIE" : Metal Beam Crash Barrier

65

a) R.C.C. M-20 Grade Rmt

b) R.C.C. M-25 Grade Rmt

c) R.C.C. M-30 Grade Rmt

Spec. No. :M.O.R.T.& H. 2001 Clause No 809

P. No. 329

No. 1588.00 1588.00 -100.00

As per M.O.R.T.& H.

67


P. No. 535,& Clause No 2200 P. No. 571

Providing and erecting "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC channel vertical post of size 150 x 75 x 5 mm spaced 2 m centre to centre, 2.00 m in height and 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per M.O.R.T.& H. clause 810 etc. complete.

Spec. No. :M.O.R.T.& H. 2001 Clause No 810 P. No. 330

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with required grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete.

66 BR 55

Providing and fixing in position G.I. water spouts having 100 mm inner dia with C.I. greting and funnel as per standard drawing etc. complete.

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MORT&H Specifications etc. complete.

tonne capacit

y

354




SR.NO. &

CODE No.

RATES AS PER

ANALYSIS FOR 2011-

2012 (In Rs)

RATES AS PER C.S.R

2011-2012 (In Rs)

RATES AS PER

ANALYSIS FOR 2012-

2013 (In Rs)



12

68 M.T. 95684.00 95600.00 -100.00


69

(MOST 12.1 / 1500 , 1600 , 1700)

a) Height upto 5.00 m Cum

b) Height upto 5.00 m to 10 m Cum

c) Height above 10.00 m Cum

Providing and fabricating structural steel plate girder including fabrication of built up section as per detail design and drawing including cutting, fabricating,erecting, hoisting,fixing in position, making riveted / bolted / welded connection and including two coat of red oxide and two coat of oil paint of approved quality etc. complete.

Providing and casing special grade in controlled cement concrete of M-35 grade for Prestressed concrete work for main girder including slab , cross girder , box girder and balanced cantilever etc. including centering and scaffolding or launching including necessary plant and machinery for the job shuttering , vibrating curing , finishing in C.M. 1:3 etc. complete Steel and plywood formwork.

NOTE: 1) Add 50% on basis rate for span 30.00 to 50.00 m

2) Add 75% on basic rate for span 50 m and above.

168

BR :- BRIDGE WORK


Completed Labour

a) Lift upto 1.5 metre Cu.m. 138.00 138.00###

b) Above 1.50 metre to 3.00 metre Cu.m. 151.00 151.00###

c) Above 3.00 meter to 6.00 metre Cu.m. 162.00 162.00###

d) Above 6.00 metre Cu.m. 179.00 179.00###





3




SR.NO.

& CODE

NO.

RATES FOR 2013-14 ( In Rs.)

1 BR

3A1

Excavation for foundation in earth, soils of all types, sand, gravel soft murum etc. including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

2 BR 3A2

Excavation for foundation in earth, soils of all types, sand, gravel soft murum etc. for cut off wall including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed etc. complete.

Excavation for foundation and raft in marshy soil including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed etc. complete.

4 BR

3B

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

169


Completed Labour

SR.NO.

& CODE

NO.





d) Above 6.00 metre Cu.m. 206.00 206.00###

Spec.No: BR.3/Page No.102




d) Above 6.00 metre Cu.m. 219.00 219.00###





d) Above 6.00 metre Cu.m. 345.00 345.00###




5 BR

3C

Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

6 BR 3D

Excavation for foundation in soft rock and including shoring and strutting as necessary and disposing off excavated stuff within lead of 100 m as directed etc. complete.

7 BR

3E

Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed in hard rock (blasted).

170


Completed Labour

SR.NO.

& CODE

NO.



d) Above 6.00 metre Cu.m. 453.00 296.00###





d) Above 6.00 metre Cu.m. 641.00 565.00###


9

A) For Open Foundation.

i) For abutment Cu.m 66.00 to 115.00

ii) For pier Cu.m 105.00 to 770.00

iii) For returns Cu.m up to 62.00

B) For raft foundation

i) For raft with cut off in Sandy strata Sq.m. 129.00 to 253.00

ii) Other strata like B.C. soil, soft moorum etc. Sq.m. 103.00 to 180.00

Sq.m. 512.00 to 872.00

C) Apron with curtain walls in

i) All types of strata Sq.m. 62.00 to 133.00

8 BR 3F

Excavation for foundation including shoring and strutting as necessary and disposing off excavated stuff within a lead of 100 m as directed in hard rock. (chiselled and wedged or line drilled)

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.

iii) Perennial river / streams in sandy / Non sandy strata in command area of Irrigation project having summer Irrigation

171


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 150.00 to 187.00

Spec.No.: BR.4/Page No.103Cu.m. 3068.00 531.00###

Spec.No.: BR5/Page No.105/I.S.456 (2000)

a) For C.C. M-15 grade Cu.m. 3690.00 404.00###

b) For C.C. M-20 grade Cu.m. 3925.00 444.00###

c) For C.C. M-25 grade Cu.m. 4109.00 457.00###

ii) Perennial river / streams in sandy/Non sandy strata in command area of Irrigation project having summer Irrigation .

10

BR

5

Providing and laying in situ C.C.1:3:6 of trap / granite / quartzite / gneiss metal in foundation as levelling course including necessary bailing out water, including plywood/steel form work, steel centering, compaction by vibrating finishing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

11

BR

5F

Providing and laying in situ C.C.of required grade of trap / granite / quartzite / gneiss metal in foundation including necessary bailing out water, including plywood/steel form work, steel centering and excluding dewatering by pump compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed)

172


Completed Labour

SR.NO.

& CODE

NO.



12 Cu.m. 3600.00 404.00###



Providing and laying in situ C.C. M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for annular filling around pier / abutment including necessary bailing out water, excluding dewatering by pump compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

13 BR

5A

Providing and laying in situ C.C. of required grade of trap / granite / quartzite / gneiss metal for cut off and curtain walls including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (excluding cost of reinforcement) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

173


Completed Labour

SR.NO.

& CODE

NO.



d) For C.C. M-30 grade Cu.m. 5442.00 1339.00###

Spec.No: BR.5/Page No.105/I.S.456 (2000)

Cu.m. 3090.00 438.00###





Spec.No.: BR.5/Page No. 105/I.S. 456 (2000)

14 BR

5E

Providing and laying in situ 1:3:6 cement concrete of trap / granite / quartzite / gneiss metal for levelling coures below R.C.C raft and in foundation including necessary plywood/steel formwork, steel centering, compaction by vibrating finishing, curing etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

15 BR

5C

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C raft and providing vertical headers including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete.(Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

174


Completed Labour

SR.NO.

& CODE

NO.


Rmt. 113.00 12.00


17 Cu.m. 3216.00 502.00###


Cu.m. 408.00 142.00###


M.T. 53400.00 6606.00


M.T. 53400.00 6606.00


16 BR

5G

Providing and fixing UPVC pipes of 110 mm diameter and of required length for relieving water pressure, stone filter as directed complete.(For relieving water pressure in raft).

Providing and laying in position Precast Plain cement concrete M-10 grade blocks of rectangular shape, for aprons on U/s and D/s sides as per drawing and as directed complete.

18 BR

6A

Providing and laying in position trap / granite / quartzite / gneiss stone of appoved quality for aprons on U/s and D/s sides as per drawing and as directed complete.Weight of atleast 80% of stones shall be more than 40kg.( Including Royalty charges )

19 BR

8

Providing, fabricating, launching, floating and grounding in position steel curbs for wells with necessary steel bracing and steel cuting edges as shown in the detailed drawings.

20 BR

Providing fabricating and setting out mild steel cutting edges for R.C.C well curbs as shown on the detailed drawings.

175


Completed Labour

SR.NO.

& CODE

NO.









21 BR 12

Providing and laying in situ C.C required grade of trap / granite / quartzite / gneiss metal for R.C.C well curbs including necessary compacting by vibrating, finishing and finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface curing complete. (Excluding reinforcement and including steel shuttering & cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

22 BR

131

Providing and laying in situ C.C. of requierd grade of trap / granite / quartzite / gneiss metal in well steining including compacting by vibrating, finishing and finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface, curing complete. (Excluding reinforcement and including steel shuttering & cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

176


Completed Labour

SR.NO.

& CODE

NO.



23

A) 4 m. dia. Twin well

i) Depth up to 5 m. Rmt 33340.00 15522.00

ii) Depth 5 m. to 10 m. Rmt. 41675.00 19405.00

iii) Depth 10 m. to 15 m. Rmt. 45010.00 23296.00

iv) Depth 15 m. to 20 m. Rmt. 51675.00 24059.00

B) 4 m. dia. Single well

i) Depth up to 5 m. Rmt. 32765.00 9553.00

ii) Depth 5 m. to 10 m. Rmt. 42595.00 12363.00


iv) Depth 15 m. to 20 m. Rmt. 52425.00 15308.00

C) 6 m. dia. Single well

i) Depth up to 5 m. Rmt. 52450.00 27234.00

ii) Depth 5 m. to 10 m. Rmt. 68180.00 35502.00


iv) Depth 15 m. to 20 m. Rmt. 83920.00 43704.00

D) 8 m. dia Single well

i) Depth up to 5 m. Rmt. 94430.00 58671.00

ii) Depth 5 m. to 10 m. Rmt. 122760.00 76279.00


Sinking the wells for foundation in soft strata / boulders etc. which can be removed by grabing & chiselling soft disintegrated rock which requires special efforts , including blasting , large scale dewatering heavy chiselling, cutting by pneumatic tools and all materials available to sink trough such strata including removal of obstacles and use of necessary plant & machinery, drivers etc.and proper setting of wells including all sinking (depth 0 to 5 meters).

177


Completed Labour

SR.NO.

& CODE

NO.


iv) Depth 15 m. to 20 m. Rmt. 151090.00 93876.00

178


Completed Labour

SR.NO.

& CODE

NO.


E) 10 m. dia Single well

i) Depth up to 5 m. Rmt. 111075.00 69480.00

ii) Depth 5 m. to 10 m. Rmt. 144400.00 90331.00


iv) Depth 15 m. to 20 m. Rmt. 177720.00 111165.00


a) Depth up to 5 m. Rmt 69970.00 43329.00

b) Depth from 5 m. to 10 m. Rmt 90960.00 56327.00

c) Depth from 10 m. to 15 m. Rmt. 92460.00 57254.00

d) Depth from 15 m. to 20 m. Rmt. 111950.00 69330.00


Note : Add 200% for soft rock.

Add 400% for hard rock.



Note: Add 200% for sinking in soft rock and 400% in hard rock.

24 BR

14

Sinking of well 7 m. dia. for foundation through all strata except rock by approved method including removal of obstacle and use of necessary plant, machinery, divers etc. and proper seating of the well.

e) For change in diameter of well add difference on prorata on area basis.


179


Completed Labour

SR.NO.

& CODE

NO.


No. 4745.00 471.00


No. 5065.00 514.00


Cu.m. 3637.00 646.00###


Cu.m. 224.00 48.00 ###


Cu.m. 3504.00 613.00###

25 BR

16

Providing steel anchor dowels at the base of the well including drilling holes upto 2.5 m. depth in rock, placing the dowels in position and effectively grouting the holes. (32 mm dia. steel rod of 4.0 m. length grouted upto 2.5 m depth.)

26 BR 16A

Providing steel anchor dowels in rock for steining, including drilling holes upto 2.5 m. depth in rock, placing dowels in position and effectively grouting holes ( 32 mm diameter steel rod of 4.0 m length grouted upto 2.5 m depth.)

27

BR 17

Providing and laying in situ C.C M-15 of trap / granite / quartzite/ gneiss metal for the bottom plugs of wells in the dry or under water including compaction and curing wherever necessary.

28 BR 18

Providing and filling in well with sand/rubble and sand/shingle and sand including compaction between the top and bottom plugs. ( Including Royalty charges )

29 BR 19

Providing and laying in situ C.C. M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for top plug of well including compaction by vibration and curing .

180


Completed Labour

SR.NO.

& CODE

NO.







31

a) Liner of 750 mm dia. Rmt. 8340.00 3058.00

b) Liner of 900 mm dia. Rmt. 9940.00 3903.00

c) Liner of 1000 mm dia. Rmt. 10915.00 3967.00

d) Liner of 1200 mm dia. Rmt. 12345.00 4136.00

30 BR

24

Providing and laying in situ C.C.of required grade of trap / granite / quartzite / gneiss metal for R.C.C. well / pile cap including plywood/ steel formwork and steel, centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding M.S. reinforcement and including shuttering & cover block) The C.M.1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Providing, placing and driving in position 6 mm thick permanent M.S. liner upto required depth with 12 mm thick M.S.cutting edge of 0.50 m length at bottom including fabricating, cutting the M.S.sheet to required diameter and shape, welding the joints and driving with the help of required machineries including all materials, labour and lift etc. complete.

181


Completed Labour

SR.NO.

& CODE

NO.



32

( A )For M-20

(i) 750 mm diameter Rmt. 4351.00 550.00

(ii) 900 mm diameter Rmt. 5274.00 626.00

(iii) 1000 mm diameter Rmt. 6235.00 708.00

(iv) 1200 mm diameter Rmt. 7866.00 989.00

( B )For M-25

(i) 750 mm diameter Rmt. 4460.00 532.00




( C )For M-30

(i) 750 mm diameter Rmt. 4591.00 538.00




( D )For M-35

(i) 750 mm diameter Rmt. 4668.00 550.00



Boring and providing specified grade R.C.C. cast in situ bored piles each of capacity as designed and of required diameter as directed, place through steel shell sunk to the required depth through all types of strata, use of bentonite slurry as directed including placing concrete by trimmey arrangement compaction of concrete and withdrawal shell etc. complete. (Excluding cost of reinforcement).

182


Completed Labour

SR.NO.

& CODE

NO.





b) For C.C. M-20grade Cu.m. 4195.00 773.00###




33 BR

27B

Providing and laying C.C. of required grade of trap / granite / quartzite / gneiss metal for cast in situ piers, abutments, returns, wings etc. including provision of 'V' shaped false joints to form suitable panels on the faces to approved design including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing and bailing out water. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

183


Completed Labour

SR.NO.

& CODE

NO.


Rmt. 120.00 12.00


a) Mild steel bars M.T. 53150.00 3261.00

b) TMT/ H.Y.S.D steel bars M.T. 54530.00 3261.00


a) 25 mm diameter and under. No. 160.00 30.00

b) 28 mm diameter. No. 180.00 30.00

c) 32 mm diameter. No. 225.00 36.00

d) 36 mm diameter. No. 250.00 43.00

d) 40 mm diameter. No. 285.00 49.00


34 BR

57D

Providing and fixing UPVC pipe of 110 mm. dia and of required length for releving water pressure in abutment, riding returns, including necessary inverted filter etc. complete.

35 BR

35

Providing and cutting, bending, hooking, laying, in position and tying bar reinforcement as per detailed drawing for R.C.C. works etc. complete.

36 BR

Providing welded joints for mild / H.Y.S.D/T.M.T steel reinforcement bars of

184


Completed Labour

SR.NO.

& CODE

NO.






37 BR 29A

Providing and laying in situ C.C of required grade of trap / granite / quartzite/ gneiss metal for R.C.C caps over piers and abutments including necessray scaffolding, plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement and including centering & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

185


Completed Labour

SR.NO.

& CODE

NO.






Sq.m. 14.00 1.20


Rmt. 1160.00 80.00


41 0.90 ---


38 BR

30

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for the R.C.C concrete block below the bearing including scaffolding, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement and including steel formwork, plywood centering & cover block .) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

39 BR

39A

Providing tar paper bearing of approved quality in proper size etc. complete.

40 BR

Providing M.S.PLATE expansion joints as per detailed drawings.

Providing elastomeric bearing in required position testing, cuting, fixing in position as per detailed drawing including scaffolding etc. complete.

Cu.Cm.

186


Completed Labour

SR.NO.

& CODE

NO.


No. 780.00 85.00


Height upto 3.00 m



c) For C.C. M-30grade Cu.m. 5560.00 1324.00###


Note :

42 BR 48

Providing vent holes in slab and wearing course of 100 mm dia. of galvanised iron pipe having tail end 300 mm. Below soffit of slab, with mild steel sheet box (18 gauge) in conical funnel shape with 200 mm x 200 mm size iron grating on top as per drawing etc. complete.

43 BR

38A1

Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C Work in solid / deck slab including plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing and finishing in cement plaster (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

Add for height above 3m to 6m. - 5% (Above average bed level)


187


Completed Labour

SR.NO.

& CODE

NO.



Height upto 3 m



Note :


44 BR

38B

Providing and laying in situ cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C Work in arches including skew back, plywood/steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed).



188


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C. M-20 grade Cu.m 5655.00 1322.00###

b) For C.C. M-25 grade Cu.m 5817.00 1337.00###

c) For C.C. M-30 grade Cu.m 5943.00 1357.00###

d) For C.C. M-35 grade Cu.m 6030.00 1371.00###

Height upto 3 m

Note :


No. 565.00 98.00

a ) UPVC (SWR) grade 110 mm pipe No. 165.00 25.00


45 BR

38A

Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite / gneiss metal for R.C.C. Work in main / cross, girder, diaphragm etc. including plywood/ steel formwork, steel centering, compaction by vibrating finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided, curing etc. complete. (Excluding reinforcement, including cover block) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

i) Add upto height above 3m to 6m. - 5% (Above average bed level)

ii) Add for height above 6m. - 10% (Above average bed level)

46

BR

Providing galvanised iron 100 mm diameter 110 mm outer diameter pipe for water spouts as per drawing.

189


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 725.00 74.00

Spec. No.: BR. 43/Page No. 138

Cu.m. 2837.00 403.00###


Cu.m. 325.00 67.00

Spec.No.: BR.46/Page No.140.

50

a) For 15 mm Thickness Sqm. 405.00 63.00

b) For 25 mm Thickness Sqm. 674.00 105.00

c) For 40 mm Thickness Sqm. 1077.00 167.00

47 BR

Providing expansion joints with 25 mm thick bitumenous pad as per detailed drawings.

48 BR 45

Providing and laying in situ 1:3:6 cement concrete of trap / granite / quartzite / gneiss metal for haunch filling including compacting, curing complete.

49 BR

Providing trap/granite/quartzite/ gneiss rubble filling over haunches and arches including hand packing.

Providing and laying Mastic asphalt wearing course with paving grade bitumen 14 % by weight of total mix, filler, fine & course aggregate, meeting the requirements given in table 500-29, of MORT&H Specifications prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0

C, protruding 1 mm to 4 mm over mastic surface, etc. complete (excluding tack coat, mix design is required for each case).

190


Completed Labour

SR.NO.

& CODE

NO.


Spec. No. :M.O.R.T.& H 2001 Clause No 515

P. No. 207

i) For C.C. M-20 grade Cu.m. 4577.00 1062.00###

ii) For C.C. M-25 grade Cu.m. 4718.00 1076.00###

i) For C.C. M-20 grade Cu.m. 8717.00 1117.00###

ii) For C.C. M-25 grade Cu.m. 8858.00 1130.00###


51 BR 47C

A) Providing and laying in situ Cement concrete of required grade of trap / granite / quartzite /gneiss metal for wearing course 8 cm. thick including plywood/steel formwork and compaction by vibrator, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc. complete. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden formwork will not be allowed).(Excluding reinforcement)

B) Including steel fibres confirming to I.S. 280-1978 and IRC- SP-46-1997 (fibre diameter 0.50 mm to 1.00 mm and length 25mm. to 50mm.) at the rate of 40 Kg/cum Note :-a) Item to be used for bridges only b) for item no 51 (B), separate item of steel reinforcement shall not be considered.

191


Completed Labour

SR.NO.

& CODE

NO.


a) For C.C. M-20 grade

i) For kerb and ballast wall. Cu.m. 5104.00 1201.00###

ii) For box return Cu.m. 5902.00 1290.00###

b) For C.C. M-25 grade ###

i) For kerb and ballast wall. Cu.m. 5246.00 1222.00###

ii) For box return Cu.m. 6044.00 1304.00###

iii) For Box cell Cu.m. 6354.00 1532.00###


52 BR

50A

Providing and laying in situ Cement concrete of required grade or trap / granite / quartzite / gneiss metal for RCC work of ballast walls, dirt walls, kerbs, box returns box cell etc. including scaffolding, compaction, finishing, plywood/steel formwork, steel centering. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering / formwork will not be allowed).

192


Completed Labour

SR.NO.

& CODE

NO.


Rmt. 1469.00 471.00###

Rmt. 1570.00 178.00

53 BR 51A

Providing R.C.C. parapet with M-20 Cement concrete of trap / granite / quartzite / gneiss metal with cast in situ / precast panels as per the detailed drawing height of 1.1 mt.above top of road surface, with post of 225 mm x 190 mm at 2 meter or less at equal distance suitable to span having 10 mm reinforcement of minimum 4 bars and 6 mm stirrups and R.C.C panels of approved design at clear distance of 125 mm and thickness of 150 mm with 10mm dia. 3 no.of bars reinforcement at top and bottom and 6 mm dia. 4 no.bars as vertical or horizontal rails of size 100 mm x 150 mm and with clear speacing of 240 mm including scaffolding, steel centering, plywood/steel formwork, compacting finishing, uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing etc. complete. (Including cost of reinforcement & cover block.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface.

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/ formwork will not be allowed).

Spec.No.: BR.51(A)/Page No.144/I.S. 456(1978)

54 BR

51B

Providing railing of mild steel angle of 75mm x 75 mm x 10 mm I section of 75 mm x 35 mm/Channel section 75 mm x 40 mm x 4.4 mm/ rectangular hollow section of 66 mm x 33 mm with 3 no. of 37.5 mm G.I. bars at a distance of 370 mm C/C bottom bar is provided at 150 mm above kerb and height of railing upto top bar is at 1.10 mt from road top surface including drilling holes, fixing post to kerb by 25 mm dia. bolts embeded 200 mm in kerb, including scaffolding, three coats of painting etc. as per drawing complete.

193


Completed Labour

SR.NO.

& CODE

NO.


Spec.No.: BR.51(B)/Page No.145

Rmt. 1655.00 294.00

Spec.No.: BR.51(D)/P.No.146

Rmt. 1212.00 135.00###

57 Rmt. 12180.00 98.00

Spec.No.:As directed by Enginer incharge.

55 BR

51D

Providing removable railing of height 1.10 m with mild steel channel size 75 mm x 40 mm of Ht.1.225 mt. above top of road surface posts and removable galvanised iron pipe of dia 37.5 mm 3 nos. at distance 370 mm C/C and bottom bar 150 mm above kerb as per the detailed drawings including scaffolding and painting etc. complete.

56 BR 51E

Providing railing of cast in situ R.C.C posts with 1:2:4 (M-15) cement concrete trap / granite / quartzite / gneiss metal size 150 mm x 150 mm x 1.240 mm and removable galvanised iron pipes of dia. 37.5 mm 3 nos. at distance 370 mm C/C and bottom bar 150 mm above kerb as per the detailed drawings (including cost of reinforcement) scaffolding,steel centering, plywood/steel formwork etc. complete. The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

Spec.No.: BR.51(E)/Page No.147/I.S. 456(2000)

Providing and laying of a strip seal expansion joint catering to maxium horizontal movement up to 70 mm, complete as per approved drawing and standard specifications to be installedby the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

194


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 3094.00 813.00


Cu.m. 394.00 80.00


Cu.m. 308.00 40.00 ###


Sq.m. 529.00 104.00


62 Rmt. 2475 170.00

58 BR

Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 C.M. border.

59 BR

Providing trap / granite / quartzite / gneiss rubble filling behind the abutment, returns or wings.

60

Providing and filling sand below raft and in box return including compaction etc.complete.

61 BR

Providing 90 cm thick flexible stone mat as per standard drawing including supplying all materials at work site spreading and compaction etc. complete.

Providing and fixing single sided "W" beam metalic anti crash barrier as per IRC-5 & MORTH specifications fixed on M.S. Post 'C' type channel of size 150 x 75 x 5 mm. 1.90 mtr. Long with "W" beam confirming IS:5386 grade Fe 410 of size 311 x 82.5 x 3 mm. including zinc coating to channel post, "W" beam and all nut bolts and fixing the post in 350 x 350 x 1140 mm. CC M-15 block at 2.00 m. centre to centre of channel post including providing and fixing of suitable reflective (luminous) diveces on the traffic face of the barrier at intervals to ensure adequate visibility during night and foggy conditions etc. complete.

195


Completed Labour

SR.NO.

& CODE

NO.


Spec.No.: MORTH CL.No. 810 and IRC-5 Clause No. 115-4.

196


Completed Labour

SR.NO.

& CODE

NO.


Metal Beam Crash Barrier

63 Rmt 2860.00 82.00

Type - A, "W" : Metal Beam Crash Barrier


P. No. 330

64 Rmt 4180.00 117.00

Providing and erecting "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC channel vertical post of size150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m in height and 1.10 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per M.O.R.T.& H. clause 810 etc. complete.

Providing and erecting "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC channel vertical post of size 150 x 75 x 5 mm spaced 2 m centre to centre, 2.00 m in height and 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per M.O.R.T.& H. clause 810 etc. complete.

Type - B, "THRIE" : Metal Beam Crash Barrier


197


Completed Labour

SR.NO.

& CODE

NO.


65

a) R.C.C. M-20 Grade Rmt 5441.00 175.00

b) R.C.C. M-25 Grade Rmt 5548.00 175.00

c) R.C.C. M-30 Grade Rmt 5675.00 175.00

No. 1588.00 225.00

As per M.O.R.T.& H.

67 214.00 47.00

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with required grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete.


66

BR

55

Providing and fixing in position G.I. water spouts having 100 mm inner dia & 110 mm outer dia pipe with C.I. greting and funnel as per standard drawing etc. complete.

Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MORT&H Specifications etc. complete.

tonne capacity


198


Completed Labour

SR.NO.

& CODE

NO.


P. No. 535,& Clause No 2200 P. No. 571

68 M.T. 96840.00 13640.00###


69

(MOST 12.1 / 1500 , 1600 , 1700)

a) Height upto 5.00 m Cum 6795.00

b) Height upto 5.00 m to 10 m Cum 7285.00

c) Height above 10.00 m Cum 7770.00

Providing and fabricating structural steel plate girder including fabrication of built up section as per detail design and drawing including cutting, fabricating,erecting, hoisting,fixing in position, making riveted / bolted / welded connection and including two coat of red oxide and two coat of oil paint of approved quality etc. complete.

Providing and casing special grade in controlled cement concrete of M-35 grade for Prestressed concrete work for main girder including slab , cross girder , box girder and balanced cantilever etc. including centering and scaffolding or launching including necessary plant and machinery for the job shuttering , vibrating curing , finishing in C.M. 1:3 etc. complete Steel and plywood formwork.

NOTE: 1) Add 50% on basis rate for span 30.00 to 50.00 m

2) Add 75% on basic rate for span 50 m and above.

197

C.D. :- CROSS DRAINAGE WORK


Completed Labour

Cu.m. 395.00 91.00

Spec.No.: CD.1/Page No.159

Cu.m. 2738.00 525.00###


Cu.m. 3978.00 550.00###

Spec.No.: CD.3/Page No.160 /I.S.456 (2000)

SR.NO.

& CODE

NO.


1 CD

Providing rubble filling of trap / granite / quartzite / gneiss stones in foundation including hand packing filling gravel / sand in the voids etc. complete.

2

CD

3B

Providing and laying in situ cement concrete of 1:4:8 proportion with trap / granite / quartzite / gneiss metal in foundation including necessary compacting and curing complete. (Including plywood/ steel formwork) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

3 CD

3A

Providing and laying in situ cement concrete of M-15 / 1:2:4 with trap / granite / quartzite / gneiss metal in face wall including plywood/ steel formwork and steel centering, compaction by vibrator, finishing uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc. complete. (Excluding cost of reinforcement.) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering/formwork will not be allowed).

198


Completed Labour

SR.NO.

& CODE

NO.


Sq.m. 865.00 184.00


Sq.m. 850.00 206.00


Diameter of pipe

A) NP-2 Class

i) 450 mm. Rmt. 890.00 145.00

ii) 600 mm. Rmt. 1360.00 191.00

iii) 800 mm. Rmt. 2160.00 213.00

iv) 900 mm. Rmt. 2760.00 278.00

v) 1000 mm. Rmt. 3255.00 316.00

vi) 1200 mm. Rmt. 4515.00 359.00

B) NP- 3 Class

i) 450 mm. Rmt. 1685.00 220.00

ii) 600 mm. Rmt. 2380.00 227.00

iii) 800 mm. Rmt. 4335.00 271.00

iv) 900 mm. Rmt. 4450.00 352.00

v) 1000 mm. Rmt. 5205.00 419.00

vi) 1200 mm. Rmt. 7150.00 448.00

4 CD

4

Providing trap / granite / quartzite / gneiss rubble stone paving of 23 cm thickness on a bed of 15 cm. thick cement concrete of 1:4:8 proportion and fixing stones in proper line and level and camber, filling joints by C.M.1:4 proportion, pointing, with C.M.1:3, curing etc. complete.

5 CD 5

Providing trap / granite / quartzite / gneiss khandki paving of 23cm. thickness in 1:4 C.M. over bedding of 15cm thick cement concrete of 1:4:8 proportion with trap / granite / quartzite / gneiss metal including pointing with C.M. 1:3 and watering complete.

6

CD

Providing and laying cement concrete pipe of I.S. N.P. class of required diameter in proper line, level and slope including providing, fixing collars or spigot and socket joint by rubber ring and in C.M.1:2 etc. complete.

199


Completed Labour

SR.NO.

& CODE

NO.



Cu.m. 4064.00 564.00###

Spec.No.: CD.8/Page No.163/I.S.456 (2000)

Cu.m. 6730.00 718.00###


Cu.m. 2859.00 432.00###


Cu.m. 225.00 47.00


Cu.m. 4038.00 751.00###

Spec.No.:D.15/Page No.168/I.S.456 (2000)

7

CD

8

Providing cast in situ block of M-15 / 1:2:4cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete.(for craddle)

8 CD

Providing PRECAST M-20 R.C.C. slabs over the spans of Cross Drainage work as per drawings including reinforcement, conveyance, fixing in C.M. 1:3 and curing, finishing complete.

9

CD

Providing and laying in situ 1:3:6 cement concrete of trap / granite quartzite / gneiss metal for haunch filling including forms, compacting, curing and scaffolding etc. complete.

10

CD

Providing selected murum (having PI < 6 ) filling including laying in layers of 15 cm to 20 cm watering and compacting etc. complete. ( Including Royalty charges )

11 CD 15A

Providing and laying in situ M-20 cement concrete of trap / granite / quartzite / gneiss metal for wearing course 8 cm. thick including compacting, finishing, in C.M. 1:3 proportion curing and filling joints with bitumen complete. (Excluding reinforcement)

200


Completed Labour

SR.NO.

& CODE

NO.


No. 262.00 63.00


12

CD

Providing stream lined R.C.C. guard stone including M-20 Cement concrete and steel reinforcement.

200

5 RD - ROAD WORKS

5(A) EXCAVATION AND EMBANKMENT


Completed Labour

a) girths above 30 cm. to 60 cm. No. 90.00 90.00 ###

b) girths above 60 cm. to 90 cm. No. 178.00 178.00###

c) girths above 90 cm. to 180 cm. No. 430.00 430.00###

d) girths above 180 cm. to 270 cm. No. 679.00 679.00###

e) girths above 270 cm. to 450 cm. No. 1073.00 1073.00###

f) girths above 450 cm. No. 1568.00 1568.00###

Spec.No. : Rd.1 Page No. 179

2

a) Sand, gravel, soft murum Cu.M. 59.00 4.00

b) Hard murum, hard murum with boulders Cu.M. 77.00 5.00

Spec. No. : Rd. 2 Page No. 180.

SR.NO.&

CODE No.


1 RD

1A

Cutting down trees including trunks and branches and removing wood upto 1 meter below ground level and stacking the materials neatly with a lead of 50 m as directed with specified girths etc. Complete as directed by Engineer-in-charge.

Excavation for road way by mechanical means earth soil of all sorts including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and spreading for embankment or stacking etc. as directed by Engineer in charge.

Note : The item shall be applicable for roller width, excavation and laying of embankment, gutter.

201


Completed Labour

SR.NO.&

CODE No.


3 Cu.M. 340.00 73.00

4

a) With Power Roller Cu.M. 135.00 3.50b) With Vibratory Roller Cu.M. 145.00 3.50


Note :1) royalty shall be added seperately

Providing, Laying, Spreading and compacting specified graded sand, best available murum in 30:70 proportion as sub-base course having P.I. less than 6, including spreading in uniform layers on a prepared base & compacting with power roller to achive the required compaction including all materials, labour, machinery, guarding, barricating complete with all leads & lifts of all materials etc. complete. (Proportion of sand & murum may be changed as per site condition requirement & accordingly rate will change.)

Spec. No. : Rd 24,25,28,38A P. No. 203,205,210

Note :Prior permission of S.E. in writing is necessary before including this item in estimate.

Providing earth work for embankment with approved materials obtained from excavation by mechanical means from Departmental land or the sources including all lifts and leads, laying in layers of 20 cm to 30 cm. thickness breaking clods dressing to the required lines, curves, grades and sections, watering and compacting etc. complete as directed by Engineer in charge.

Note : 2) The item shall be applicable for new embankment of Road, Bridge approach and raised causeways.

202


Completed Labour

SR.NO.&

CODE No.


5

a) With Power Roller Cu.M. 145.00 4.50

b) With Vibratory Roller Cu.M. 155.00 4.50


Note :1) royalty shall be added seperately

6 Cu.M. 70.00 4.50


Providing earth work in embankment with approved materials obtained from excavation by mechanical means and other machineries including all lifts and leads upto 50 m. laying in layers of 20 cm. to 30 cm. thickness breaking clods, dressing to the required lines, curves, grade and section, watering and compaction to 95% of standard proctor density etc. Complete as directed by Engineer in charge.

Note :2) The item shall be applicable for new embankment of Road, Bridge approach and raised causeways.

Providing earth work in embankment with approved Fly ash obtained from Thermal power plant including loading unloading laying in layer of which loose thickness shall not exceed 200 mm. breaking clods of cover soil dressing to required lines, curves, grades & section, watering and compaction with power roller including providing earth work over it for minimum thickness of 0.50 m on top and 1.0 m on side slopes including without any flooding & compaction complete. The soil cover of required width be provided with the core and mechanically compacted simultaneously so as to have through compaction of each layer of Fly ash to the specified density as stipulated in IRC SP 58 2001 (Transportation charges for fly ash shall be considered separately for 0.60 Cum. quantity of fly ash only for per cum. of embankment)

203


Completed Labour

SR.NO.&

CODE No.


Cu.m. 81.00 81.00 ###

Spec.No.: Rd.2/Page No.180

Cu.m. 89.00 89.00 ###


Cu.m. 97.00 97.00 ###


Cu.m. 201.00 201.00###


Cu.m. 395.00 249.00###


7 RD

2

Excavation for roadway in earth soil of all sorts sand, gravel or soft murum including dressing sectioning to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment or stacking as directed Engineer-in-charge.

8 RD

3

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment or stacking as directed Engineer-in-charge.

9 RD

4

Excavation for roadway in hard murum and boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading for embankment or stacking as directed Engineer-in-charge.

10 RD

5

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading or stacking as directed Engineer-in-charge.

11 RD

6

Excavation for roadway in hard rock by blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading or stacking as directed Engineer-in-charge.

204


Completed Labour

SR.NO.&

CODE No.


Cu.m. 484.00 330.00###


Cu.m. 97.00 97.00 ###


Cu.m. 105.00 105.00###


Cu.m. 114.00 114.00###


Cu.m. 215.00 215.00###


Cu.m. 469.00 48.00 ###


12 RD

7

Excavation for roadway in hard rock by wedging/chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts and upto a lead of 50 m and spreading or stacking as directed Engineer-in-charge.

13 RD

9A

Excavation for catch / side water gutter in all sort of soils, soft murum etc. to the specified section including stacking the excavated stuff in regular bund and disposing off unsuitable or excess stuff upto a lead of 50 m and spreading as directed Engineer-in-charge.

14 RD

9B

Excavation for catch / side water gutter in hard murum to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed Engineer-in-charge.

15 RD 9E

Excavation for catch / side water gutter in hard murum and boulders to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed Engineer-in-charge.

16 RD

9C

Excavation for catch / side water gutter in soft rock to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed Engineer-in-charge.

17 RD

9D

Excavation for catch / side water gutter in hard rock by wedging & chisselling to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed Engineer-in-charge.

205


Completed Labour

SR.NO.&

CODE No.


Cu.m. 83.00 83.00 ###


Cu.m. 68.00 3.50


Cu.m. 66.00 3.00


a) 50 mt to 100 mt Cu.m. 21.00 21.00 ###

b) 100 mt to 200 mt Cu.m. 33.00 33.00 ###

c) 200 mt to 300 mt. Cu.m. 46.00 46.00 ###


18 RD 9F

Excavation for widening of metal strips from 3.0 m. to 5.5 m. width in all soils including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lift upto a lead of 50m. and spreading for embankment or stacking as directed Engineer-in-charge.

19 RD

11

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm (about 8" to 12") breaking clods, dressing to the required lines, curves, grade 3% Camber design superelevation and section, watering and compaction to 100% of standard proctor density for a lead of 50 to 300 m inclusive from site of excavation to the site of deposition as directed Engineer-in-charge.

20 RD

11A

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm breaking clods, dressing to the required lines,curves,grade and section , watering and compaction to 95% of standard Proctor density for a lead of 50 m. to 300 m. with static roller etc. complete.

21 RD 18A

Conveying materials obtained from road cutting including all lifts, laying in layers, breaking clods, dressing to 3% camber /design superelevation , curves, grades and presceibed section for a lead of over 50 m.upto 300 m. as directed Engineer-in-charge.

206


Completed Labour

SR.NO.&

CODE No.


Cu.m. 15.00 15.00 ###


Cu.m. 39.00 3.50


Cu.m. 43.00 3.50

Spec.No.: Rd.10/Page No. 187

Cu.m. 151.00 70.00 ###

Note :Royalty shall be added seperately

Spec.No.: Rd.12/Page No. 189

Cu.m. 157.00 72.00 ###


22 RD

17

Laying materials obtained from road cutting in layers, breaking clods, dressing to 3% Camber design superelevation curve & prescribed section for embankment within a lead of 50 m.

23 RD 10

Watering and compacting the embankment formed of materials obtained from the road cutting, within a lead of 50 m, to 95% of standard proctor density after laying them in layers of 20cm to 30cm. with 3% Camber and design superelevation complete.

24 RD 10A

Watering and compacting the embankment formed of materials obtained from the road cutting, within a lead of 50 m, to 100% of standard Proctor density after laying them in layers of 20 cm to 30 cm with 3% Camber and design superelevation etc. complete.

25 RD

12

Providing earthwork in embankment with approved materials obtained from departmental land or other sources upto lead of 50m, including all lifts, laying in layers of 20cm to 30 cm thickness breaking clods, dressing to 3% Camber, design superelevation, curves, grade and prescribed section, watering and compaction to 95% of standard proctor density etc. complete.

26 RD

12A

Providing earthwork in embankment with approved materials obtained from departmental land or other sources upto lead of 50 m. including all lifts, laying in layers of 20cm to 30cm thickness breaking clods, dressing to 3% Camber design superelevation curves, grade and prescribed section, watering and compaction to 100% of standard proctor density etc. complete.

207


Completed Labour

SR.NO.&

CODE No.



Cu.m. 136.00 64.00 ###


Spec.No.:Rd.13/Page No. 194

Cu.m. 126.00 62.00 ###


Spec.No.:Rd.16/Page No. 195

27 RD

13

Providing earthwork in embankment with approved materials obtained from departmental land or other sources including all lifts, laying in layers of 20 cm. to 30 cm. thickness breaking clods, dressing to the required lines, curves, grade and section, watering and compacting with power roller complete.

28 RD

16

Providing earthwork in embankment with approved materials obtained from departmental land or other sources including in all lifts and leads laying in layers of 15cm to 20cm thickness breaking clods, and dressing to the required lines, curves, grade and section etc. complete.

208

5(B) WBM Road Construction


Completed Labour

Cu.m. 204.00 100.00###

Spec.No.:Rd.19/Page no.197

Cu.m. 199.00 141.00###

I. 80 mm metal Cu.m. 299.00 146.00###

II. 40 mm metal Cu.m. 325.00 161.00###

b. By Breaking boulder (Hand broken)

I. 80 mm metal Cu.m. 300.00 226.00###

II. 40 mm metal Cu.m. 325.00 250.00###

Cu.m. 140.00 42.00


SR.NO.& CODE

No.


29

RD

19

Supplying 15 cm to 23 cm. trap / granite/ quartzite / gneiss stone rubble at the road side for soling including conveying and stacking complete. (By blasting)

30 RD

19A

Supplying 15 cm. to 23 cm. trap / quartzite / gneiss stone rubble at the road side for soling including conveying and stacking complete. (By breaking boulders.)

31 RD

19B

Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (Prior approval of sample stack of broken metal by the Ex.Engineer is necessary, the date of approval will form part of the measurements)

a. By Breaking rubble obtained by blasting

Spec.No.:Rd.19,20,21,22/Page No. 197 to 201

32 RD 23

Supplying murum having PI < 6 at the road side, including conveying and stacking complete.

209


Completed Labour

SR.NO.& CODE

No.


Cu.m. 130.00 35.00


Cu.m. 200 46.00


Cu.m. 130.00 47.00


Cu.m. 25.00 25.00 ###


Cu.m. 15.00 15.00 ###


Cu.m. 25.00 25.00 ###


Cu.m. 22.00 22.00 ###


Sq.m. 11.50 2.50

33 RD

24

Supplying soft murum at the road side, including conveying and stacking complete.

34 RD

25

Supplying sand at the road side, including conveying and stacking complete.

35 RD

26

Supplying gravel at the road side, including conveying and stacking complete.

36 RD 27

Laying 15 cm to 23 cm trap / granite / quartzite / gneiss stone rubble soling including hand packing with rubble chips complete. (excluding cost of material).

37 RD

28

Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete.

38 RD 29A

Spreading 80 mm metal including sectioning complete.

39 RD

29

Spreading 40 mm metal including sectioning complete.

40 RD 32

Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers for all widths with static roller of 8 to 10 Tonne capacity including necessary, labour, materials and artificial watering complete.

210


Completed Labour

SR.NO.& CODE

No.


a) By Vibratory Roller Sq.m. 14.00 2.00

Spec.No.:Rd.32/Page No.205

Sq.m. 5.00 5.00 ###


Sq.m. 12.00 2.50

a)By Vibratory Roller Sq.m. 16.00 2.50


Sq.m. 7.00 1.25

a) By Vibratory Roller Sq.m. 10.00 1.25


Sq.m. 3.00 1.00

Sq.m. 5.00 1.00


Cu.m. 650.00 234.00


41 RD

33A

Picking the road surface including sectioning complete. (WBM suface)

42 RD 35

Compacting the sub grade/gravel/ size metal (100 mm loose) layers for all widths with static roller of 8 to 10 Tonne capacity including necessary, labour, materials and artificial watering complete.

43 RD

38A

Compacting the hard murum / kankar or all widths (200 mm. loose) with static roller of 8 to 10 Tonne capacity including necessary artificial watering complete.

44 RD 40A

Compacting the hard murum side widths layerwise on each side with static roller of 8 to 10 Tonne capacity including necessary artificial watering complete .

a) By Vibratory Roller 10 cm to 30 cm compacted thickness

45 RD 41A

Supplying crushed metal 40 mm of trap / granite / quartzite / gneiss stone metal at the road side including conveying and stacking for use in bituminous road work.

211


Completed Labour

SR.NO.& CODE

No.


Cu.m. 685.00 248.00


Cu.m. 715.00 190.00


Cu.m. 460.00 160.00


Cu.m. 460.00 160.00


Cu.m. 395.00 140.00

Spec.No.: Rd.41/Page No.215 Cu.m. 120.00 14.00


Sq.m. 0.50 0.50 ###

46 RD 41B

Supplying crusher broken 25 mm. of trap / granite / quartzite / gneiss stone metal at the road side including conveying and stacking for use in bituminous road work.

47 RD 41C

Supplying crusher broken 20 mm. Trap / granite/ quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous work.

48 RD 41D

Supplying crusher broken 12 mm trap / granite / quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous road work.

49 RD

41E

Supplying 10 mm. trap/granite/ quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous road work.

50 RD 41F

Supplying 6 mm trap / granite / quartzite / gneiss stone aggragate at the road side including conveying and stacking for use in bituminous road work.

51 RD 41G

Supplying stone dust of trap / granite / quartzite / gneiss stone aggregate at the road side including conveying and stacking for use in bituminous road surface.

52 RD

82

Picking up loose metal including stacking at the road side complete.

212


Completed Labour

SR.NO.& CODE

No.


53 Sq.m. 45.00 26.00 ###

54

A) Plant Mix Method

i) Grading-I Material Cum. 690.00 13.00

ii) Grading-II Material Cum. 705.00 13.00

iii) Grading-III Material Cum. 725.00 13.00

B) By Mix in Place Method


Providing pick and roll surface by picking the old WBM surface to the required standard, adding 30% of 40mm size metal and required quantity of murum including laying sectioning, watering, compacting with static roller with thin layer of murum blindage on carrageway, watering and compacting by static roller, including cost of all materials, loading, unloading, stacking and labour etc. complete.


Granular Sub-Base with Close Graded Material (Table:- 400-1) Page 101

Providing granular sub-base by close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density etc. complete as per clause 401.

Providing granular sub-base by close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density etc. complete as per clause 401.

213


Completed Labour

SR.NO.& CODE

No.





C)




Spec. No. M.O.R.T.& H. - 2001 Cl. 401 P. No. 101

55

(a) Cum. 990.00 120.00

(b) Cum. 1135.00 120.00

(c) Cum. 1165.00 120.00

(d) Cum. 1210.00 120.00

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)

Providing granular sub-base by coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, etc complete as per clause 401.

Providing, Laying, Spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8 to 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density, etc. complete.

For metal grade I, using stone screening type A

For metal grade II, using stone screening type A

For metal grade II, using stone screening type B

For metal grade III, using stone screening type B

214


Completed Labour

SR.NO.& CODE

No.


Spec. No. M.O.R.T.& H. - 2001 Cl. 404 P.112

56 Cum. 990.00 15.00

Spec. No. M.O.R.T.& H. - 2001 Cl. 406 P. 123

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as directed etc complete.(Excluding transportation of materials.)

215

5(C) ASPHALTIC CONSTRUCTION

DESCRIPTION OF ITEMSUNIT

Labour

57 Sqm. 118.OO 8.OORD64

58 Sqm.80.OO 8.OO

59 Sqm.165.OO 9.OO

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

Providing single coat surface dressing on W.B.M. road surface including supplying all materials, preparing and cleaning the base, heating and applying bitumen of VG-30 (60/70) Spec. No. : Rd. 64 / Page No. 233

Providing single coat surface dressing on black topped road surface including supplying all materials, cleaning the road surface, heating and applying bitumen of VG-30 (60/70) grade ,

RD64

Spec. No. : Rd. 64 / Page No. 233

Providing and constructing 75 mm.thick bituminious bound macadam (BBM) road surface including supplying all materials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :-

216


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

60 Sqm.195.OO 9.OO

61(A) Sqm.135.OO 7.OO

Providing and constructing 75mm.thick bituminous bound macadam (BBM) road surface including supplying all materials, preparing the existing road surface, spreading 40mm.stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :-

Providing and constructing 50 mm.thick bituminious bound macadam (BBM) road surface including supplying all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :-

217


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

61(B) Sqm. 148.OO 8.OO

62(A) Sqm.160.OO 5.5O

For Patch repairs onlyProviding and constructing 50 mm.thick bituminious bound macadam (BBM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 (60/70) Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :- Providing and constructing 50mm.thick bituminous bound macadam (BBM) road surface including supplying all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :-

218


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

62(B) Sqm. 176.OO 8.OO

63 Sqm.125.OO 8.OO

RD64

64 Sqm. 164.OO 12.OO

RD63

For Patch repairs onlyProviding and constructing 50mm.thick bituminous bound macadam (BBM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 (60/70) grade . @ 1.75 kg / sqm, Spec. No. : As directed by Engineer-in-charge,& Govt. of Mah Circular No :-

Providing and laying single coat premix surface dressing including supplying materials & bitumen of VG-30 (60/70) grade, preparing and cleaning the road surface, diversion, heating bitumen, applying tack coat, mixing bitumen and Spec. No. : Rd. 64 / Page No. 233Providing 20 mm thick open graded premix bituminous carpet including supplying all materials & bitumen of VG-30 (60/70) grade,

219


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

65 Sqm. 138.OO 12.OO

RD63

66 Sqm.202.OO 19.OO

RD62

67 Sqm.177.OO 19.OO

RD62

(60/70) grade, preparing and cleaning the base, including brooming heating bitumen, Spec. No. : Rd. 63 / Page No. 233

Providing 20 mm thick open graded premix bituminous carpet including supplying all materials & bitumen of VG-30 (60/70) grade, preparing and cleaning the base, heating bitumen, applying tack coat at Spec. No. : Rd. 63 / Page No. 233

Providing 25 mm thick premix bituminous carpet including supplying all materials & bitumen of VG-30 (60/70) grade, preparing the existing base, including brooming, heating bitumen, applying tack coat, at the rate of 10 kg / 10 Spec. No. : Rd. 62 / Page No. 233

Providing 25 mm thick premix bituminous carpet including supplying all materials & bitumen of VG-30 (60/70) grade, preparing the existing base, heating bitumen, applying tack coat at the rate of 5 kg / 10 sqm bitumen, Spec. No. : Rd. 62 / Page No. 233

220


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

68 Sqm.60.OO 8.OO

RD66

69

a) By manual laying Sqm.52.OO 8.OO

Sqm.57.OO 5.5O

Providing bituminous liquid seal coat to black top surface including supplying all materials & bitumen of VG-30 (60/70) grade , preparing existing road surface, Spec. No. Rd. 66 / P. No. 233

Providing bituminous Premix seal coat to black top surface, including supplying all materials & bitumen of VG-30 (60/70) grade , preparing existing road surface, heating bitumen, mixing hot bitumen

b) Laying with paver finisher

221


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

70

a) Type - A Sqm.163.OO 1.45

b) Type - B Sqm.148.OO 1.45

71

(I) By mechanical Sprayer

Sqm.26.OO 1.3O

Sqm.50.OO 2.5O

Providing, laying and compacting of Close-Graded Premix Surfacing / Mixed Seal Surfacing of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using bitumen of ( 60/70 Grade/ VG 30 Grade ) to the required line, grade and level to serve as wearing course on a previously prepared base,


Providing and applying tack coat of bitumen VG-30 (60/70) grade by manual / mechanical sprayers including

a) At the rate of 5 kg/10 sqm. on B.T. surface b) At the rate of 10 kg/10 sqm. on W.B.M. surface

Spec.No.: RD 49.3.1 (e),P. No. 225, RD 47.3.3 P. No. 224

222


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

72

(I) By mechanical Sprayer

Sqm.25.OO 1.5O

Sqm.49.OO 2.5O

73 Sqm.135.OO 2.5O

P. No.192, RD 47.3.3 P. No.224

Providing and applying tack coat of bitumen VG-10 (80/100) grade by manual / mechanical

a) At the rate of 5 kg/10 sqm. on B.T. surface b) At the rate of 10 kg/10 sqm. on W.B.M. surface

Spec.No.: RD 49.3.1 (e),P. No. 225, RD 47.3.3 P. No. 224

Providing, laying and rolling open - graded premix surfacing (Hot Mix Hot Laid) of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen of VG-30 (60/70) grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, Spec.No.: MORT&H 2001 clause 511

223


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

74 Sqm.159.OO 2.5O

P. No. 192, RD 47.3.3 (ii) / P. No. 224

75

Providing, laying and rolling of open - graded premix surfacing ( Hot Mix Hot Laid )of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen of VG-30 (60/70) grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, Spec.No.: MORT&H 2001 clause 511

Providing and laying 25 mm. thick hot mixed hot laid Semi-Dense Bituminous Concrete with 5.0 % bitumen of VG-30 (60/70) grade, by weight of total mix, using crushed aggregates of grading II, including supplying all materials & filler 2 % by weight of mix asper job mix, including diversion of traffic, heating bitumen and chips, mixing bitumen, chips and filler in drum mix

224


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

a) Static Roller havingCum. 118.OO

b) Vibratory Roller Cum. 118.OO

P. No.179, RD 47.3.3 P. No. 224

76 Cum. 118.OO

8300.OO

8550.OO

Spec.No.: M.O.R.T& H.2001, CL.No.508

Providing and laying 25 mm. thick hot mixed hot laid Semi - Dense Bituminous Concrete with 5.0 % bitumen of VG-30 (60/70) grade, by weight of total mix, using crushed aggregates of grading II, including supplying all materials & filler 2 % by weight of mix as per job mix, including diversion of traffic, heating bitumen and chips, mixing bitumen, chips and filler in drum mix

8650.OO

Spec.No.:M.O.R.T.& H. 2001. Clause.No.508 P. No.179, R.D. 47.3.3.

225


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

77 Cum.5200.00 105

78 Cum5300.00 105

Providing and laying Hot Mix Hot Laid Bituminous Macadam 50 / 75 mm average thickness with 3.3 % bitumen of VG-30 (60/70) grade, by weight of total mix for levelling course to remove irregularities, including all material and crushed aggregates of grading II, premixed with bituminous binder, including diversion of traffic, heating bitumen and chips in drum mix plant, laying

Providing and laying Hot Mix Hot Laid Bituminous Macadam 50 / 75 mm average thickness with 3.3 % bitumen of VG-30 (60/70) grade by weight of total mix for levelling course to remove irregularities, including all material and crushed aggregates of grading II, premixed with bituminous binder, including diversion of traffic, heating bitumen and chips in drum mix plant, laying bituminous macadam

226


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

79 Cum.5350.00 105

80

Cum. 7000 104

Cum.6950.00104.00

Providing and laying Hot Mix Hot Laid Bituminous Macadam 50 / 75 mm Average thickness with 3.3 % bitumen of VG-30 (60/70) grade by weight of total mix for levelling course to remove irregularities, including all material and crushed aggregates of grading II, premixed with bituminous binder, including diversion of traffic, heating bitumen and chips in drum mix plant, laying bituminous macadam over a previously

Providing and laying Dense Graded Bituminous Macadam of required thickness on prepared surface with specified graded crushed aggregates for base / binding course premixed with bitumen of VG-30 (60/70) grade and 2 % filler as cement of total weight of aggregate as per Job Mix Formula, transporting the hot mix to work site, laying with a hydrostatic paver finisher with senser control to the required a) For grading I material ( 40 mm nominal size ) for 80 to 100 mm thickness b) For grading II material ( 25 mm nominal size ) for 50 to 70 mm thickness

227


Labour

SR. NO.

&COD

E NO.

RATES FOR 2013-2014

(In Rs.)

Completed

81 Sqm.23.00 23.00

82 Cum.27.00 27.00

83 Sqm220.00 11.00

Labour for metal patch repairs including preparing surface, adding required quantity of metal,

Labour for screening metal chips etc complete.

Providing, laying & compacting of Built up spray grout layer (BUSG) 75mm thick over prepared base consisting of two layers composite construction of compacted crushed stone coarse aggregates with application of bitumen binder of VG-30 (60/70) Grade @ 1.5

230

5(D) CONCRETE PAVEMENT


Completed Labour

84

(including initial lead of 5 Km)As directed by Engineer-incharge.

a) M-30 Grade Cu.m. 5000.00 412.00

b) M-35 Grade Cu.m. 5050.00 412.00

c) M-40 Grade Cu.m. 5100.00 412.00

SR. NO. &

CODE NO.


Providing and Laying in situ cement concrete of required grade, of trap/ granite/quartzite/gneiss metal for cement concrete pavement including mixing in mixer , ramming plywood/steel formwork,steel centering curing , applying oil on both side of centering compaction by vibrating using plate , needle and screed vibrator as required brooming concrete surface to get serration levelling the surface to the camber as directed and curing etc. complete including use of plastisizer as directed by Engineer incharge.(excluding cost of reinforcement) newly laid concrete shall be covered by gunny bag plastic, tarpolin etc.(wooden centering /formwork will not allowed) as per specification given and directed by Engineer-incharge Item include cement vata in C.M.1:8 at 0.6 m. x 0.6 m.c/c admeasuring 80 mm. at bottom and 40 mm.at top and depth of 75 mm. and maintaining the same throughout 28 days curing period and removing the same thereafter by using light tools without damaging pavement as directed by Engineer-incharge.

By using NonTilting Mixer & Weight batcher of approved quality

231


Completed Labour

SR. NO. &

CODE NO.


85

a) M-30 Grade Cu.m. 5200.00 150.00

b) M-35 Grade Cu.m. 5250.00 150.00

c) M-40 Grade Cu.m. 5300.00 150.00

Providing and laying ready mix Cement

concrete pavement of M-30 grade with 25%

fly Ash of trap / granite / quartzite /gneiss

metal including mixing in ready mix plant of

approved make including transportation of

concrete mix for wearing course , including

plywood/steel formwork, steel centering and

compaction by vibrating using plate, needle

and screed vibrator as required grooming the

concrete surface to get serrations leveling to

the surface as directed & curring etc. complete

including use of plastisizers and retarders as

directed by engineer in charge (excluding cost

of reinforcement) Newly laid concrete shall be

covered by gunny bag, plastic, tarpolin, etc.

(Wooden centering / formwork will not be

allowed) as per specification given and

directed by Engineer in charge. Item includes

cement vata in CM 1:8 at 0.60 m x 0.60 m

centre to centre admeasuring 80 mm at bottom

and 40 mm at top & depth of 75 mm and

maintaining the same throughout 28 days

curring period and removing the same

thereafter by using light tool without damaging pavement (Including transportation of Concrete mix up to work site & including initial lead of 5.00 Km for raw materials up to plant site).

232


Completed Labour

SR. NO. &

CODE NO.


86 No. 215.00 27.00

As directed by Engineer-incharge.

87 No. 26.00 4.50


88 Rmt. 65.00 18.00


Providing and fixing in position mild steel dowel bars precoated with anticorrosive epoxy paint of 32 mm. Dia. 60 cms. Long and at 30.00 cm. C/C & wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

Providing and fixing in position HYSD tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C & wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of HYSD chairs with proper alignment etc. complete.

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

233


Completed Labour

SR. NO. &

CODE NO.


89 Rmt. 195.00 8.00


Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam back up rod of required diameter (appraox. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor & allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longidudinal joints (15 mm.deep x 8 mm.wide)

253

5(E) PROTECTION WORKS GEOSYNTHETICS


Completed Labour

Sqm. 144.00 70.00

Spec. No. : Rd. 73 P. No. 246

Sqm. 162.00 72.00

Spec. No. : Rd. 73 P. No.246

Sqm. 220.00 87.00

Spec. No. : Rd. 73 P. No.246

Cum. 380.00 110.00

Spec. No. : Rd. 74 P. No.247

SR. NO. & CODE

NO.


90 RD 73

Providing dry rubble stone pitching 23 cm (about 9" ) thick including all material, quarry spalls, labour etc. complete. ( lead to be considered seperately )

91 RD 73

Providing dry rubble stone pitching 30 cm (about 12" ) thick including all material, quarry spalls, labour etc. complete.( lead to be considered seperately )

92 RD 73

Providing dry rubble stone pitching 45 cm (about 18" ) thick including all material, quarry spalls, labour etc. complete.( lead to be considered seperately )

93 RD 74

Providing dry trap / granite / quartzite/ gneiss rubble stone masonry including all material, quarry spalls, labour etc. complete. ( lead to be considered seperately )

254

5(F) ROAD FURNITURE


Completed Labour

No. 688.00 128.00

95 No. 280.00 90.00

RD78 A

96 No. 2900.00 640.00

RD78 A

97 No. 1560.00 385.00

RD80

SR. NO. &

CODE NO.


94 RD

78

Providing and fixing R.C.C. 1:2:4 boundary stone of size (15 X 15 X 90 cm ) including cost of reinforcement @ 100 kg / Cum as per type design including painting, numbering, fixing in standard size (45 X 45 X 75 cm ) C.C. 1:4:8 block etc complete.

Spec. No. : As directed by Engineer - in - charge.

Providing and fixing R.C.C. 1:2:4 200 m. stone of size (15 X 10 X 65 cm ) as per I.R.C. design (IRC 26-1967) including cost of reinforcement @ 100 kg / cum), painting, numbering, fixing in standard size (35 X 30 X 40 cm ) C.C. 1:4:8 block etc complete.


Providing R.C.C. 1:2:4 5'th Km. Stone on S.H. and M.D.R. etc. including cost of reinforcement @ 100 kg / cum), painting, numbering etc. complete as per IRC design (IRC 8-1980) for highway 5th km. Stones and fixing in standard size (55 X 80 X 60 cm ) C.C. 1:4:8 block etc complete.


Providing R.C.C 1:2:4 ordinary km. Stones including cost of reinforcement @ 100 kg / cum) painting numbering etc. complete for S.H. way and M.D.R. as per IRC design (IRC 8-1980) for highway km stone and fixing in standard size (63 X 63 X 60 cm ) C.C. 1:4:8 block etc complete.

255


Completed Labour

SR. NO. &

CODE NO.


98 No. 1280.00 320.00RD

81

99 No. 1520.00 660.00


Providing R.C.C. 1:2:4 ordinary km. stones, for ODR and V.R. including cost of reinforcement @ 100 kg / cum) painting numbering etc. complete as per I.R.C. design (IRC 8-1980) for highway km.stone and fixing in standard size (67 X 50 X 60 cm ) C.C. 1:4:8 block etc complete.


Providing and fixing R.C.C. precast cement concrete M-15 pedestal OF SIZE 0.75 X 0.75 X 0.20 m including cost of steel reinforcement for Km.stone as per detailed drawing and specification including transportation of pedestal Block , all lifts etc. complete.


256


Completed Labour

SR. NO. &

CODE NO.


100 Retro-Reflectorised Traffic Signs

by the contractor/supplier.i) 90 cm equilateral triangle Each 3600.00 135.00

ii) 60 cm equilateral triangle Each 2530.00 135.00

iii) 60 cm Circular Each 3240.00 135.00

iv) 80 cm x 60 cm rectangular Each 4340.00 135.00

v) 60 cm x 45 cm rectangular Each 3170.00 135.00

vi) 60 cm x 60 cm square Each 3670.00 135.00

vii) 90 cm high octagon Each 5410.00 135.00

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3 / High intensity Prismatic grade sheeting as per ASTM D 4956, fixed over aluminium sheeting, 2.00 mm thick, duly painted on back side with two coats of grey stove enamel paint & supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 55 cm below ground level as per approved drawing. The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with seven years written warrenty from the manufacture & authorised distributer/convertor,for satisfactory field performance, durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge

Spec. No. : M.O.R.T & H 2001 Clause No 801 P.No. 311

257


Completed Labour

SR. NO. &

CODE NO.


101 Direction and Place IndentificationSigns upto 0.9 sqm Size Board.

Sqm. 7330.00 125.00Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 / High intensity Prismatic grade sheeting as per ASTM D 4956, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm,duly painted on back side with two coats of grey stove enamel paint & supported on a mild steel single angle iron post 75 x 75 x 6 mm, 3.5 m long firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 55 cm below ground level as per approved drawing.The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with seven years written warrenty from the manufacture & authorised distributer/convertor,for satisfactory field performance, durability & stipulated

retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Spec. No. :M.O.R.T & H 2001 Clause No 801 P.No. 311

258


Completed Labour

SR. NO. &

CODE NO.


102 Direction and Place Indentification

Sqm. 8450.00 250.00

Signs with size more than 0.9 sqm size board

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of High intensity grade sheeting vide clause 801.3/ High intensity Prismatic grade sheeting as per ASTM D 4956, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm,duly painted on back side with two coats of grey stove enamel paint & supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm,3.5 m long, 2 Nos.properly cross braced with angle iron of size 50x50x5 mm, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 55 cm below ground level as per approved drawing including M.S. angle iron frame for board of size 35x35x3 mm. The angle iron post including bracing shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.

Retroreflective sheeting should be with seven years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

259


Completed Labour

SR. NO. &

CODE NO.


103 Overhead Signs

a) Truss and Vertical Support Tonne 61800.00 1750.00

Sqm. 5600.00 60.00

Providing and erecting overhead signs with a corrosion resistant 2 mm thick aluminum alloy sheet reflectorised with high intensity retro-reflective sheeting vide clause 801.3/ High intensity Prismatic grade sheeting as per ASTM D 4956, with vertical and lateral clearance given in clause 802.2 and 802.3 duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.7 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans, including painting with one coat of epoxy primer & two coats of epoxy finish paint. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with seven years written warrenty from the manufacture & authorised distributer/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

b) Aluminium Alloy Plate for Over Head sign

Spec. No. :M.O.R.T & H 2001 Clause No 802 P.No. 316

260


Completed Labour

SR. NO. &

CODE NO.


a) Size 90 cm Triangle Each 2400.00 425.00

b) Size 60 cm Triangle Each 2400.00 425.00

104 RSC-1

Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm ) thick mild steel sheet painted with one coat of zinc chromate stoveing primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle post of size 65 mm x 65 mm x 6 mm, 3.85 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributer/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Spec. No. : As per IRC-67, 1977 & M.O.R.T & H Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994

261


Completed Labour

SR. NO. &

CODE NO.


the contractor/supplier.

a) Size 90 cm Diameter Each 2300.00 425.00

b) Size 60 cm Diameter Each 1900.00 425.00

105 RSC-2

Providing and fixing Mandatory / Regulatory sign board of 60/40 cm diameter made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate - stoving primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade, including one M.S. angle iron post of size 65 mm x 65 mm x 6 mm, 3.65 m long duly painted with synthetic enamel paint alternate black and white bands of 25 cm of width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by


262


Completed Labour

SR. NO. &

CODE NO.


Sq.m. 6380.00 1500.00106 RSC-3

Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate-stoveing primer and two coats green stove enamel paint on front side and grey stove enamel on back side and border / message / symbols etc. with cut out of white retroreflective sheeting of engineering grade, including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S. angle iron post of size 65 mm x 65 mm x 6mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.

This certificate in original should be submitted

to the Engineer in charge by the

contractor/supplier.


263


Completed Labour

SR. NO. &

CODE NO.




107 RSD-1

Providing and fixing Cautionary / Warning sign board having shape of an equilateral triangle of 90 / 60 cm sides made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate – stoving primer and two coats of white stove enamel paint and red border symbols etc. back side in grey stove enamel paint including one M.S.angle iron post of size 50 mm x 50 mm x 5 mm, 3.65 m long duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.


264


Completed Labour

SR. NO. &

CODE NO.


a) Size 60 cm Diameter Each 1700.00 425.00b) Size 40 cm Diameter Each 1400.00 425.00

108 RSD-2

Providing and fixing Mandatory / Regulatory sign boards having 60/40 cm Dia. Made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate - stoving primer and two coats of white stove enamel paint and red border symbols etc. back side in grey stove enamel paint including one M.S. angle iron post of size 50 mm x 50 mm x 5 mm, 3.65 m long duly painted with alternate black and white bands of 25 cm width including G.I. fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.


265


Completed Labour

SR. NO. &

CODE NO.


Sq.m. 4650.00 1300.00109 RSD-3

Providing and fixing informatory sign boards in square or rectangular shape of any size made out 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc chromate - stoving primer and two coats green back ground white border/messages, symbols etc. and back side in grey stove enamel paint including M.S. angle frame of 35 mm x 35 mm x 3 mm and two M.S.angle iron post of size 50 mm x 50 mm x 5 mm, 3.65 m long properly cross braced with angle iron of size 50 mm x 50 mm x 5 mm duly painted with alternate black and white bands of 25 cm width including G.I.fixtures etc. and fixing the board in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including transportation etc. complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded.


266


Completed Labour

SR. NO. &

CODE NO.




110 RSC-1

Supplying Cautionary / Warning sign board having shape of an equilateral triangle of 90/60 cm sides made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zink chromate-stoving primer and two coats of white stove enamel paint on front side red border and grey stove enamel on back side symbols with cutout of red retroreflective sheeting of engineering grade ,including transportation etc complete.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.


267


Completed Labour

SR. NO. &

CODE NO.




111 RSC-2

Supplying Mandatory / Regulatory sign board having 60/40 cm diameter made out of 16 guage (1.6mm) thick mild steel sheet painted with one coat zinc chromate-stoving primer and two coats of white stove enamel paint and red border on front side and grey stove enamel on back side symbols with cut out of red retroreflective sheeting of engineering grade , including transportation etc complete.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.


268


Completed Labour

SR. NO. &

CODE NO.


Sq.m. 2600.00 900.00



112 RSC-3

Supplying informatory sign boards in square of rectangular shape of any size made out of 16 guage thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of green stove enamel paint on front side and grey stone enamel on back side and border / messages / symbols etc. with cut out of white retroreflective sheeting of engineering grade, Including transportation etc complete.Retroreflective sheeting should be with five years written warrenty from the manufacture & authorised distributor/convertor,for satisfactory field performance,durability & stipulated retroreflectance of retroreflective sheeting.This certificate in original should be submitted to the Engineer in charge by the contractor/supplier.


113 RSD-1

Supplying Cautionary / Warning sign board having shape of an equilateral traingle of 90 / 60 cm sides made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of zinc cromate-stoving primer and two coats of white background red border and black symbols etc. and back side in grey stove enamel paint etc. complete.


269


Completed Labour

SR. NO. &

CODE NO.


114



Sq.m. 1800.00 900.00

Rmt. 630.00 117.00

Supplying Mandatory / Regulatory sign board having 60/40 mm diameter made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of Zinc cromate-stoving primer and two coats of white background red border / messages and black symbols etc. and back side in grey stove enamel paint etc. complete.


115 RSD-3

Supplying informatory sign boards in square or rectangular shape of any size made out of 16 guage (1.6 mm) thick mild steel sheet painted with one coat of Zinc cromate-stoving primer and two coats of green background white border / message symbols etc. and back side in grey stove enamel paint including transportation etc. complete. (excluding frame)


116 RSE-1

Supplying rolled steel channel post of 100 x 50 mm (ISMC) drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm Dia. of 25 mm long including transportation etc. complete.

270


Completed Labour

SR. NO. &

CODE NO.


Rmt. 455.00 105.00

Rmt. 330.00 64.00

Rmt. 280.00 64.00


117 RSE-2

Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm dia. of 25 mm long including transportation etc. complete.


118 RSE-3

Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm duly painted with one coat of red oxide paint and two coats of synthetic enamel finish paint having black and white bands of 25 cm width including 2 nos of G.I. bolt and nut of size 10 mm dia. And 20 mm long including transportation etc. complete.


119 RSE-4

Supplying M.S. Angle iron post of size 50 mm x 50 mm x 5 mm duly painted with one coat of red oxide paint and two coats of synthetic enamel finish paint having black and white bands of 25 cm width including 2 nos of G.I. bolt and nut of size 10 mm dia. And 20 mm long including transportation etc. complete.

271


Completed Labour

SR. NO. &

CODE NO.


Rmt. 168.00 64.00

Rmt. 159.00 64.00

Each 350.00 55.00

Each 200.00 15.00


120 RSE-5

Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm welded and painted with one coat of epoxy primer and two coats epoxy finish paint etc. complete.


121 RSE-6

Supplying M.S. Angle iron frame for informatory sign boards of size 35 mm x 35 mm x 3 mm welded and painted with one coat of stoving primer and two coats stove enamel paint etc. complete.


122 RSE-7

A)Providing and fixing aluminium casted CAT EYE STUD of size 10 cm x 10 cm at base with M.S. Zinc coated nails of size 12 mm dia. of 12 cm long having both sides (Dual Direction) high impact ABC 3 Nos. of eyes of 16 mm dia. on both sides containing 7 beads each i.e. 42 beads in retroreflective etc. complete.

B)Providing and fixing raised Pavement Marker with epoxy adhesive conforming to ASTM D 4280 type H, electrically welded Microprismatic lenses 6000 nos. per sq. inch having reflectivity 279, 167, and 69 for white, yellow & red respectively at 0 entrance & 20 degree observation angle etc.complete.

272


Completed Labour

SR. NO. &

CODE NO.


Each 130.00 35.00

Each 1060.00 490.00

125 Sq.m. 360.00 11.00

No. 10.50 2.00

Spec. No. :As directed by Engineer-in-charge.


123 RSE-8

Providing and fixing road marker plastic stud made out of ABS plastic having 10 cm dia. And 1 cm height with grooves at the base with G.I. nail of 8 mm dia, 6 cm long, including all leads etc. complete.


124 RSE-9

Fixing sign board in cement concrete 1:4:8 block of size 0.60 m x 0.60 m x 0.75 m including excavation curing transportation of all materials, all lifts etc. complete.


Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes etc complete.

Spec. No. :M.O.R.T. & H. 2001, Clause No. 803 P. No. 320

126 RD 83

Painting letters upto 20 cm. height including cleaning the surface & painting etc. complete.

273


Completed Labour

SR. NO. &

CODE NO.


No. 17.00 11.50


No. 67.00 27.00


No. 80.00 40.00


No. 11.00 6.50


No. 83.00 46.00


127 RD 85

Painting and numbering trees with white back ground and black lettering etc complete. (23 x 23cm)

128 RD

93 A

Painting with approved enamel paint in two coats including cleaning surface and lettering for CAUTIONARY / MANDATORY SIGN BOARDS etc complete.

129 RD

93 B

Painting INFORMATORY SIGN BOARDS/ VILLAGE NAME BOARDS with approved enamel paint in two coats and lettering including cleaning surface etc. complete.

130 RD

93 C

Painting Nallah flow direction, span no. and location on masonry work with approved enamel paint in two coats including background painting and lettering including cleaning surface etc. complete.

131 RD

93 D

Painting 5th K.M. stone with approved enamel paint in two coats complete and lettering including cleaning surface etc.complete.

274


Completed Labour

SR. NO. &

CODE NO.


No. 68.00 40.00


132 RD

93 E

Painting Ordinary K.M. stone with approved enamel paint in two coats complete and lettering including cleaning surface etc. complete.

275


Completed Labour

SR. NO. &

CODE NO.


No. 27.00 11.50


No. 6.00 3.60


135

a) over 10 cm. in width (white and yellow) Sq.m. 102.00 28.00b) upto 10 cm. in width Sq.m. 107.00 28.00


No. 25.00 17.00


Sq.m. 10.50 5.80


133 RD

93 F

Painting Two Hundred Metre Stone with approved enamel paint in two coats complete and lettering including cleaning surface etc. complete.

134 RD

93 G

Painting Boundary Stones with approved enamel paint in two coats complete and lettering including cleaning surface etc. complete.

Providing line, dashes, arrows etc. on roads in two coats with ready mixed road marking paint including cleaning the surface of all dirt. dust & other foreign matter demarkation at site and traffic control etc. complete.

136 RD

94

Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30cm. height each including preparing the surface, cost of material, conveying etc. complete.

137 RD

94

Dressing of side shoulder by mechanical means including excavation of cutting shrubs and bushes spreading the excavated stuff & sectioning to the required line, level and slope etc. complete.

276


Completed Labour

SR. NO. &

CODE NO.


138 Cu.m. 1040.00 290.00


139

(A) By Manual means

i) Bituminous course Cu.m. 465.00 465.00

ii) Granular course Cu.m. 315.00 290.00

Breaking and removing by mechanical means the existing cement concrete pavement to full width & depth including lean concrete, cutting dowel bars breaking the removed C.C.slab pieces in to 50 to 75mm size, disposing the dismantalled material upto a lead of 50 m etc. complete

Dismantalling of flexible pavements & disposal of dismantalled material upto a lead of 50 meter,stacking serviceable & unserviceable materials seperately including compaction of same with power roller etc. complete.

277


Completed Labour

SR. NO. &

CODE NO.


(B) By Mechanical meansi) Bituminous course Cu.m. 330.00 115.00

140 No. 210.00 44.00


141 Rmt. 181.00 103.00


142 Sq.m. 710.00 15.00


Spec. No. : M.O.R.T.& H 2001 Clause No 202, P. No. 44

Refixing the disturbed guard stone in position and in line with necessary excavation fixing in 1:4:8 c.c. block of size 45 x 45 x 45 cm, ramming etc. complete.

Providing and laying shoulder drain of trap rubble of 0.45 x 0.45 meter section at 450

angle to the road edge including hand packing, filling voids with sand/shingle of approved quality and ramming etc. complete as desired.

Providing and painting with REFLIT RETRO REFLECTIVE PAINT of approved make on New concrete / plastered or any other surfaces after applying two coats of white base coat over road furniture like Kilometer stones, Guard stones, road dividers, kerb stones, Parapet walls, Pipe/ concrete railings, concrete sign boards, Delinators, & also over Electric poles, road side trees, fire hydrants, Crash barriers, Road machineries lying on road sides or any other temporary road marking for delination purpose etc complete ( Including cost of labour, material, transportation and all taxes etc complete.)

278


Completed Labour

SR. NO. &

CODE NO.


143 Sq.m. 655.00 15.00


Providing and painting with REFLIT RETRO REFLECTIVE PAINT of approved make on old concrete / plastered or any other surfaces after applying two coats of white base coat over road furniture like Kilometer stones, Guard stones, road dividers, kerb stones, Parapet walls, Pipe/ concrete railings, concrete sign boards, Delinators, & also over Electric poles, road side trees, fire hydrants, Crash barriers, Road machineries lying on road sides or any other temporary road marking for delination purpose etc complete ( Including cost of labour, material, transportation and all taxes etc complete.)

278

6. SURVEY WORKS


Completed Labour

KM 3921.00 2282.00

As directed by Engineer in charge.

NO 351.00 0.00


KM 2800.00 1764.40


SR.NO.

& CODE

NO.


Item No.1

Reconnaissance survey for road work including study of survey sheet , maps etc. alignment including 3 dimension of apexes, fixing pegs, chain & compass or cross staff survey necessary level if required, fixing apex stones of size 0.15 x 0.15 x 0.60 in cc 1:2:4 at every apex points and all types of compliances, if required from the department.

If Survey work is carried out by departmental technical staff, (labour rate only)

[As per "Guidelines for preparation of Road Project" by P.W.D.]

Item NO. 2

Procurement of Village map / Forest map/ Land plan from Forest / Revenue authority for preparation of land plan record etc. completed including necessary payment for the plans and other documents as necessary for this survey and plotting and demarcation works etc. complete.


Item No. 3

Survey for preparation of land plans and fixing boundaries of road using pegs including carrying out detailed plain table survey / chain and compass survey of the area on the both sides of center line of the road upto 100 m or as directed etc. complete.


279


Completed Labour

SR.NO.

& CODE

NO.


Km. 662.00 0.00


Km. 284.00 0.00


KM 201.00 0.00


KM 2931.00 2431.00

Item No. 3


Item No. 4

Carrying out plotting works of the area surveyed by the surveyors on AutoCad / tracing sheet.


Item No. 5

Preparation of land plans Tracing on AutoCad / tracing film of approved marks 60/65 micron one side matt and taking out prints and binding the same etc.


Item No. 6

Providing 10 Ammonia copies/ Computer prints of each sheet of land plan of size 60 cm x 40 cm including preparing road wise sets in plastic cover with printing the required information on the cover etc. complete.


Item No. 7

Preliminary survey of road alignment including fixing three dimensions of apexes, verification of type of land, chain and compass survey, fixing reference pegs where ever necessary including collection of other essential data with the help of theodolite levels where ever necessary etc, complete in plain area.

280


Completed Labour

SR.NO.

& CODE

NO.



KM 5991.00 4856.00


KM 1230.00 0.00

Item No. 7



Item No. 8

Detailed survey of road alignment with chain and compass, levels by Auto level and other essential instruments including setting of final centre line, locating curves, establishing B.M., fixing of apex stone of size 0.15m x 0.15m x 0.60m in CC 1:2:4 wherever necessary and taking L-section, cross section, fly leveling trial pits (0.60m x 0.60m x 0.60m) at 200 mtr. Interval etc, complete in plain area.



Item No. 9

Preparing and providing detailed plans and estimates of road including typing in 5 copies in proper file including coloring ammonia prints of plans, indexing and paging etc. complete and all type of compliance, if required from department including L/S and C/S at every 30mtr. Intervals and quantity calculation.

As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

281


Completed Labour

SR.NO.

& CODE

NO.


NO 303.00 143.00

NO 1148.00 695.00

Item No. 10

Survey of catchments area of stream upto 100 Acres by visual inspection by use of chain and compass etc. complete (Approximate 100 Acres area as per village map)



Item No. 11

Preparing and providing detailed estimates of C.D.works in 5 copies in proper file including taking L - section of road preparing catchments area plan by traverse method and taking one trial pit of size 1.50m x 1.50m x 1.5m and all types of compliance, if required from department. If Survey work is carried out by departmental technical staff, (labour rate only)


282


Completed Labour

SR.NO.

& CODE

NO.


NO #REF! 19239.00Item No. 12

Carrying out detailed survey for Raised causeway including reconnaissance taking L-section of existing road necessary cross sections one at defined, one at verging one at alternate proposed site and L/Section of stream upto sufficient length with chain and compass, taking two trial pits of size 2.00 x 2.00 x 3.00 M collecting of samples from T.P. for ascertaining the silt factor preparation of details survey data and submission of the project in 5 copies with coloring of the ammonia prints/ computer print site plan and other drawing etc. complete and all necessary compliance, if required from department.

If Survey work is carried out by departmental technical staff, (labour rate only) As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

283


Completed Labour

SR.NO.

& CODE

NO.


NO 2300.00 0.00

NO 29921.00 25641.00

Item No. 13

Preparing and submitting detailed plans and estimate of Raise causeway in 5 copies based on detailed survey data approved by competent authority with ammonia prints, of site plan and other drawing, coloring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from department. As directed by Engineer in charge.


Item No. 14

Carrying out details survey of Minor Bridge including Reconnaissance taking L - section of existing road and necessary cross section, one at U/S, and one at D/S, one vergin cross section. one cross section at alternate proposed site and L - section of stream upto sufficient length with chain and compass, taking three trial pits of size 2.00 x 2.00 x 3.00 M.collecting samples of bed materials from trial pit for ascertaining the silt factor, submission of survey data in three computerized copies and coloring of the prints, site plans and other drawing etc, completed.



284


Completed Labour

SR.NO.

& CODE

NO.


NO 2600.00 0.00

1) 0.00 upto 150 mtr. [Bed width] NO 48530.00

Item No. 15

Preparation of detailed drawing / plans and estimate of Minor Bridge based on approved detailed survey data by the competent authority including 5 copies of ammonia prints/ computer print site plan other drawings with coloring of plans, proper filling , indexing and paging etc. complete and all types of compliance, if required from department.


Item No. 16

Carrying out detailed survey for major bridge including Reconnaissance taking L-section of existing road, necessary cross sections, One at U/s and one at D/s, one end C/s at U/s (500m) & one end C/s at D/s (500m), one vergin cross section and one cross section as alternate proposed site and L/Section of stream upto sufficient lengths including chain and compass, taking five trial pits, three in bed two on banks of size 2.00 x 2.00 x 3.00m for collecting samples from trial pit for ascertaining the silt factor, from Government approved laboratories (testing charges to be borne by agency.) and preparation of detailed survey data, submission of the project fully typed, coloring of the ammonia prints, site plan and other drawing etc. complete and all types of compliance, if required from department. (Excluding taking trial bores and contouring)


285


Completed Labour

SR.NO.

& CODE

NO.


2) above 150 mtr. 53380.00

NO 3853.00

RMT. 1906.00

Item No. 16

If Survey work is carried out by departmental technical staff, (labour rate only) As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.] -

Item No. 17

Preparing and submitting detailed plans and estimate of major bridge in 5 copies based on detailed survey data and technical note approved from the competent authority including ammonia / computer prints, of site plan, and other drawing with coloring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from department.


Item No. 18 (A)

Taking trial bores for detailed investigation with NX diamond drill double tube in all sorts of soil like soft murum, hard murum and boulders including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials and or as required including conveying such materials and machinery to site of works, preserving the loose samples in glass plastic jar and core samples serially numbered at site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet completed.

As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.] i) Over Burden (all sorts of soil like soft murum, hard murum and boulders)

286


Completed Labour

SR.NO.

& CODE

NO.


ii )For Trial Bores Drilling in Standing Water RMT. 2261.00

RMT. 2250.00

ii)For Trial Bores Drilling in Standing Water RMT. 2605.00

Item No. 18 (A)

(As per Chief Engineer (Mechanical) Water Resources Department, Nashik)

Item No. 18 (B)

Taking trial bores for detailed investigation with NX diamond drill double tube in all sorts of soil in soft rock / weathered rock including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials and or as required including conveying such materials and machinery to site of works, preserving the loose samples in glass plastic jar and core samples serially numbered at site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet, completed.(Excluding Core box)

i) soft rock / weathered rock



287


Completed Labour

SR.NO.

& CODE

NO.


i)Hard rock other than quartzite. RMT. 3354.00


(Excluding core box.)

RMT. 6935.00

Item NO. 18 (C)

(C) Taking trial bores for detailed investigation in rock other than quartzite with NX diamond drill double tube boring including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials and or as required including conveying such materials and machinery to site of works and core samples serially numbered at site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet, completed. (Excluding core box.)

[As directed by Engineer in charge.] [As per "Guidelines for preparation of Road Project" by P.W.D.]


Item No. 19 (A)

Taking trial bores for detailed investigation in quartzite rock with NX diamond drill double tube boring including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials as required including conveying such materials and machinery to site of works, core samples serially numbered on site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet, completed. As directed by Engineer in charge.

i) BY NX Drill As directed by Engineer in charge.

288


Completed Labour

SR.NO.

& CODE

NO.



RMT. 5682.00


Item No. 19 (A)



Item No. 19 (B)

Taking trial bores for detailed investigation in quartzite rock with BX diamond drill double tube boring including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials as required including conveying such materials and machinery to site of works, core samples serially numbered on site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet, completed. As directed by Engineer in charge. (Excluding core box.)

i) BY BX Drill As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]


289


Completed Labour

SR.NO.

& CODE

NO.


RMT. 4737.00

ii )For Trial Bores Drilling in Standing Water RMT. 5596.00

NO 2120.00

20120.00 11460.00

Item No. 19 (C)

Taking trial bores for detailed investigation in quartzite rock with AX diamond drill double tube boring including all materials such as casing pipes, accessories, grease, steel boolsam and other such materials as required including conveying such materials and machinery to site of works, core samples serially numbered on site of work and conveying the same to the head quarter of concerned office as directed and submission of detailed bore log sheet, completed. As directed by Engineer in charge. (Excluding core box.)

i ) BY AX Drill



Item No. 20

Providing core box of Non Teak wood / jungle wood of size 1.5 m. x 0.35 m. x 0.10 m. for preserving core sample with all fixtures & fastening, painting, handles, locking arrangement including material and labour etc. complete

As directed by Engineer in charge. Item No.

21Preparing and providing contour survey map of river / stream on U/S and D/S. of proposed bridge site including chain and compass survey and taking levels survey at every (15M x 15M) Preparing contour map and supplying ammonia prints in 5 sets etc. complete.

SQ. KM.

290


Completed Labour

SR.NO.

& CODE

NO.


20120.00 11460.00

3575.00 0.00

Item No. 21

If Survey work is carried out by departmental technical staff, (labour rate only) As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

Item No. 22

Preparation of Land plans for land acquisition (Road works), preparing land plans and land schedule including carrying out plane table survey for private/ Forest land on both side of road in Rural and Urban areas. The work of plotting and certificate from D.I.L.R. or other competent authorities shall be obtained for correctness of prepared plans, tracing and taking out prints and preparing the required booklets duly bound and printing with all materials etc. Three land plans booklets in prescribed form along with original tracing shall be supplied including procurement of village maps/ forest land plan from concerned authorities.

PER. KM.

As directed by engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

Item No. 23 (A)

Providing and carrying out "Traffic Census" for 7 days on N.H. / S.H. / M.D.R. by employing a team of skilled person for counting each type of vehicle running on the highways, recording their numbers as per method suggested by Engineer-in -charge/IRC, calculating traffic intensity /P.C.U. including labour, materials stationery and rental charges of tables, chairs, red flags, etc. complete and giving final report of traffic.--------------------------- As directed by Engineer in charge.

PER DAY

[As per IRC Guideline] (A) Count post having traffic intensity upto 10,000 M.T./Day

291


Completed Labour

SR.NO.

& CODE

NO.


5225.00 0.00


6790.00 0.00


24 Updating of following maps

a) NO 2200.00 0.00

b) NO 2200.00 0.00

Item No. 23(B)

Providing and carrying out "Traffic Census" for 7 days on N.H. / S.H. / M.D.R. by employing a team of skilled person for counting each type of vehicle running on the highways, recording their numbers as per method suggested by Engineer-in -charge, calculating traffic intensity/P.C.U. including labour, materials stationery and rental charges of tables, chairs, red flags, etc. complete and giving final report of traffic.-

PER DAY

[As per IRC Guideline] (B) Count post having traffic intensity upto 20,000 M.T./Day

Item No. 23(C)

Providing and carrying out "Traffic Census" for 7 days on N.H. / S.H. / M.D.R. by employing a team of skilled person for counting each type of vehicle running on the highways, recording their numbers as per method suggested by Engineer-in -charge, calculating traffic intensity/P.C.U. including labour, materials stationery and rental charges of tables, chairs, red flags, etc. complete and giving final report of traffic.

PER DAY

[As per IRC Guideline] (C) Count post having traffic intensity more than 20,000 M.T./Day

Updation of Nagpur District map in Marathi under Road Development Plan 1981-2001 and making new C.D.

Updation of Nagpur District map in English under Road Development Plan 1981-2001 and making new C.D.

292


Completed Labour

SR.NO.

& CODE

NO.


c) NO 1320.00 0.00

d) NO 1320.00 0.00

e) NO 770.00 0.00

f) NO 660.00 0.00

g) NO 385.00 0.00

h) NO 385.00 0.00

i) NO 110.00 0.00

j) NO 110.00 0.00

Updation of 13 taluka maps of Nagpur District map in Marathi under Road Development Plan 1981-2001 and making new C.D.

Updation of 13 taluka maps of Nagpur District map in English under Road Development Plan 1981-2001 and making new C.D.

Taking B./W tracing print of District map in English and Marathi on double matt tracing film.

Taking B./W tracing print of taluka map of Nagpur District on double matt tracing film.

Final colour prints of District map on white paper after making correction in Drawings.

Final colour prints of taluka map on white paper after making correction in Drawings.

Trial plot on fit to scale of District map making corrections on white paper.

Trial plot on fit to scale of taluka map making corrections on white paper.

293


Completed Labour

SR.NO.

& CODE

NO.


a) BY TOTAL STATION KM 19500.00 0.00b] BY AUTO LEVEL KM 14625.00 0.00

Item No. 25 (A)

Carrying out detailed topographic survey for road by using Total station along the proposed road alignment including taking L - Section and cross section at every 30 meter upto ROW, taking at least 10 spot level per cross section, picking up all existing detail inside the ROW like electric telephone lines, encroachments, structure etc. connecting all the primary total station control points by G.T.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using (xyz) co-ordinate using above data taking out one set of black & white printout on 50 micron polyester film sheet A2 size and two sets of coloured printouts on which sheet A2 size submitting soft copy of all data on C.D.


294


Completed Labour

SR.NO.

& CODE

NO.


KM 9780.00 0.00

Sqm 1.82 0.00

Item No. 25 (B)

Carrying out detailed topographic survey for road work by using Total station along the proposed road alignment including taking L - Section and cross section at every 10 meter upto ROW, taking at least 10 spot level per cross section, picking up all existing detail inside the ROW like electric telephone lines, encroachments, structure etc. connecting all the primary total station control points, available with department using auto level and preparing Auto CAD plan one set of black & white printout on 50 micron polyester film sheet A1 size and two sets of coloured printouts on which sheet A1 size submitting soft copy of all data on C.D. ( Not Including Preparation of L/s & Computation of Quantities by C/s ) By Partly using Departmental Staff As directed by Engineer in charge.

Item No. 25 (C)

Carrying out of Detailed topographic survey for building work by using Total station, picking up all land boundary points, existing building, road, electric & telephone poles, trees, encroachments, structure detailed etc. connecting all the primary total station control points, grid contour at every 10 meter both way and preparing AutoCAD Plan with contour at 1.00 meter interval in necessary scale, area statement of land and existing building, taking out three set of black & white printout & one set on tracing film in necessary size and submitting soft copy of all data on C. D. and as per instructions given by engineer- in- charge ( Mode of Measurement = Area including actual plot area with building , adjoining road in Sqm)

295


Completed Labour

SR.NO.

& CODE

NO.


Sqm 1.35 0.00

By Partly using Departmental Staff

KM 2056.00 0.00

By Partly using Departmental Staff KM 1040.00 0.00

Item No. 25 (D)

Carrying out of Detailed topographic survey for building work by using Total station, picking up all land boundary points, existing building, road, electric & telephone poles, trees, encroachments, structure detailed etc. connecting all the primary total station control points, grid contour at every 10 meter both way and preparing AutoCAD Plan with contour at 1.00 meter interval in necessary scale, area statement of land and existing building, taking out three set of black & white printout & one set on tracing film in necessary size and submitting soft copy of all data on C. D. and as per instructions given by engineer- in- charge ( Mode of Measurement = Area including actual plot area with building , adjoining road in Sqm)

Item No. 26 (A)

Preparation of roadway drawing (plan / profile/ L- Section) using available user data computer in Auto Cad at required scale specified in / as per IRC and submitting on C.D. including template, necessary project details on each drawing. As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

Item No. 26 (B)

Preparation of roadway drawing (plan / profile/ L- Section) using available user data computer in Auto Cad at required scale specified in / as per IRC and submitting on C.D. including template, necessary project details on each drawing

296


Completed Labour

SR.NO.

& CODE

NO.


NO 3257.00 0.00

KM 4545.00 0.00

KM 3021.00 0.00

By Partly using Departmental Staff


Item No. 27

Geometrical design of roads for horizontal and vertical curves at designed speed specified by I.R.C. with proposed grades as per I.R.C. standard in detail along the proposed alignment including taking trial curves, super elevation design including submitting initial proposed grades & curve design and finally approved designs with all data on 3 C.D. & 3 hard copies etc. complete.


Item No. 28(A)

Computation of quantities of earthwork pavement and other road elements as per the approved grade & curves for four lane estimate excluding bridges / C.D. works including rate analysis for lead charges and preparation of final abstract and detailed estimate.


Item No. 28(B)

Computation of quantities of earthwork pavement and other road elements as per the approved grade & curves for two lane excluding bridges / C.D. works including preparation of final abstract As directed by Engineer in charge.

297


Completed Labour

SR.NO.

& CODE

NO.


KM 3615.00 0.00

KM 345.00 116.00

10112.00 0.00

Item No. 29

Preparation of final design and feasibility report including specification writing for all construction items and executive summary stating scope of work, rates adopted, key points of execution salient feature of the project etc. complete and submitting in 3 hard copies and C.D, etc. complete,


Item No. 30

Taking purely fly levels to carry G.T.S. Bench mark as and where required and as directed etc. complete. If Survey work is carried out by departmental technical staff, (labour rate only) As directed by Engineer in charge. [As per "Guidelines for preparation of Road Project" by P.W.D.]

Item No. 31

Providing and carrying out O & D Survey for 7 days on predefined count posts for up and down traffic on N. H. / S. H. / M. D. R. etc. The survey shall be conducted round the clock in three shifts at predefined count posts as instructed by Engineer In charge, The O & D survey shall be made to intercept all vehicles passing through these check post. The procedure and necessary formats of O & D survey shall be got approved from competent authority before starting the actual work.

PER DAY

298


Completed Labour

SR.NO.

& CODE

NO.


Sqm. 1.80 1.80

The survey shall include tracing the movements of all vehicles ( except two wheelers) its origin (Place and distance) and destination points (Place and dest. factory etc.) types of vehicle (LCV, Trucks trailer, Tanker, Buses, Minibuses), types of commodity being carried out, approximate weight of vehicles, total distance to be traveled by vehicles. Vehicles caring container, gas cylinder, flat etc. shall also be included in survey. For all vehicles loaded and empty mode shall also be recorded under each commodity. Hourly vehicle count shall also be segregated if required to find pick hour traffic.

The survey shall be carried out by employing team of skilled and experienced supervisor and persons for counting and carrying out OD survey. Necessary slips shall be issued to vehicles to enumerate the vehicle if required As directed by Engineer in charge.

The survey data shall be submitted in the presentable form in soft copy as well as hard copy with binding with all statistical calculations, as per requirement of engineer in charge. The survey shall be carried out as per relevant latest applicable IRC. The work is inclusive of all labour materials, stationary, rental charges, departmental charges, typing printing, binding other expenses and taxes etc complete.

Item No. 32

Cleaning the site, removing bushes including removal of roots upto 20cm. circumference and disposal of above stuffs upto a lead of 10mtr. or as directed by Engineer-In-Charge.

299


Completed Labour

SR.NO.

& CODE

NO.


33 2883.00 0.00

34 No. 3000.00 0.00

35 Km. 2000.00 0.00

Preparation of Road way drawing (Plan & Profile) on computerising Auto-Cad at required scale showing all topo feature and proposed construction details such as carriage way median service road, toe lines, retaining walls, cross drainage works, major strucures including indexing level table, legend basic information of project and design details etc. complete.

PER KM.

Carrying out deatiled survey and design of junctions with total station indicating length proposed to be improved traffic islands of perticular size and shapes slip oad. Layout of traffic sign informatory board, breaks in median verge as per IRC standards etc. complete and based upon it the junction improvement drawing to be prepared as per the standard plate of MOSRT and H and supplying nine copies with providing or details along with C.D. works etc. complete

Carrying out Tree Census of all trees within proposed right of way including classification per girth and type of spices and listing out trees to cut/ shifted for proposed alignment.

300


Completed Labour

SR.NO.

& CODE

NO.


36 Km. 3000.00 0.00

VIDEO PHOTOGRAPHY

500.00 0.00

A) Within 50 kms. 2000.00 --

i) work up to 5 hours per day only 1000.00 --

Carrying out listing of permanent and temporary structure within proposed right of way including type and age of structure list of persons affected by projects and details of area to be acquired structure wise with approximate valuation etc. complete.

Item No. 1

Preparing and carrying out coloured video shooting of road, bridges, other structures and programmed, including preliminaries survey, still shots, moving shooting, necessary board for coloured video shooting, hiring of vehicle, equipments for video shooting, transportation of all equipments, persons required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of Compact Disc of approved quality etc. complete.

One Hour

Compact DiscSpec. No. :- As directed by Engineer- in -

charge.

Item No. 2

Preparing and carrying out coloured video shooting of road, bridges, building, other programme including hiring of vehicle equipments for coloured video shooting, tilting, lightening, mixing, lettering, editing including cost of required number of Compact Disc of approved make and quality etc. complete.

Spec. No. :- As directed by Engineer- in - charge.

PER DAY

PER DAY

301


Completed Labour

SR.NO.

& CODE

NO.


B) beyond 50 km. 2200.00 --

i) work up to 5 hours per day only 1100.00 --

i) 4"x6" Size (3 copy) 80.00 0.00

ii) 5"x 7" Size (3 copy) 130.00 0.00

iii) Extra copies- 4"x6"Size EACH 9.00 0.00

iv) Extra copies- 5"x7"Size EACH 15.00 0.00

PER DAY

PER DAY

Item No. 3

Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads etc. in Nagpur and outside Nagpur distt. at any distances. Spec. no.:- As directed by Engineer-in charge. EACH

SET

EACH SET

302


Completed Labour

SR.NO.

& CODE

NO.


68000.00 -Item No. 4

Carrying out 24 hours continuous video shooting for traffic count at proposed toll plaza or other required location excluding junction, covering traffic from all lanes and in both directions with submission of auto generated vehicle category wise report by Count from Video using image processing software and report in prescribed format including audit of entire video and report , submission of annotated video and time stamped categorywise thumbnail view of each vehicle on USB ( 3 copies), traffic analysis , graphical presentation as directed by Engineer-in-Charge with accuracy more than 95% including remarks compliance and preserving copy of annotated video and submitted report (backup) for any future requirement etc. complete.

Per day two direction

Sr. No. Description of Items Unit

Completed Completed

Full Rate Labour

1 2883.00 0.00

2 No. 3000.00 0.00

3 Km. 2000.00 0.00

4 Km. 3000.00 0.00

VIDEO PHOTOGRAPHY68000.00 -

ITEMS TO BE PROPOSED FOR ADDITION IN CSR 2013-14 ( SURVEY WORKS)

RATES APPROVED BY CSR COMMITTEE

FOR 2013-2014 (In Rs)

Preparation of Road way drawing (Plan & Profile) on computerising Auto-Cad at required scale showing all topo feature and proposed construction details such as carriage way median service road, toe lines, retaining walls, cross drainage works, major strucures including indexing level table, legend basic information of project and design details etc. complete.

PER KM.

Carrying out deatiled survey and design of junctions with total station indicating length proposed to be improved traffic islands of perticular size and shapes slip oad. Layout of traffic sign informatory board, breaks in median verge as per IRC standards etc. complete and based upon it the junction improvement drawing to be prepared as per the standard plate of MOSRT and H and supplying nine copies with providing or details along with C.D. works etc. complete

Carrying out Tree Census of all trees within proposed right of way including classification per girth and type of spices and listing out trees to cut/ shifted for proposed alignment.

Carrying out listing of permanent and temporary structure within proposed right of way including type and age of structure list of persons affected by projects and details of area to be acquired structure wise with approximate valuation etc. complete.

Item No. 4

Carrying out 24 hours continuous video shooting for traffic count at proposed toll plaza or other required location excluding junction, covering traffic from all lanes and in both directions with submission of auto generated vehicle category wise report by Count from Video using image processing software and report in prescribed format including audit of entire video and report , submission of annotated video and time stamped categorywise thumbnail view of each vehicle on USB ( 3 copies), traffic analysis , graphical presentation as directed by Engineer-in-Charge with accuracy more than 95% including remarks compliance and preserving copy of annotated video and submitted report (backup) for any future requirement etc. complete.

Per day two

direction

301

Code Description Unit

1 1 TRAP HEADER (17X22X60 TO 75 CM) APP. 60 CM LONG No. 30.00

2 2 TRAP HEADER APP. 75 CM LONG No. 32.00

3 3 RUBBLE STONE (BLASTED) Cu.m. 190.00

4 4 SAND (SCREENED) Cu.m. 380.00

5 5 CEMENT Bags 290.00

6 7 M. S. BARS OF V/S SIZES M. T. 40300.00

7 8 BINDING WIRES Kg. 68.00

8 9 NAILS Kg. 68.00

9 10 HIGH TENSILE (TOR) STEEL M. T. Deleted

10 10a TMT STEEL M.T. 41300.00

11 15 RUBBLE AT QUARRY ( MASONRY) Cu.m. 220.00

12 18 GRAVEL AT NALLA BED Cu.m. 120.00

13 19 FIRE WOOD Quintal 280.00

14 20 BITUMEN BULK VG 40 (30/40) AT MUMBAI w.e.f. 16/06/2013 M. T. 54410.0015 20a BITUMEN PACK TIN VG 40 (30/40) AT MUMBAI w.e.f. 16/06/2013 M. T. 58238.0016 21 BITUMEN BULK VG30 ( 60/70) AT MUMBAI w.e.f. 16/06/2013 M. T. 50643.00

17 21a BITUMEN PACK TIN VG30 ( 60/70) AT MUMBAI w.e.f.16/06/2013 M. T. 54634.0018 21b BITUMEN BULK VG10 (80/100) AT MUMBAI w.e.f. 16/06/2013 M. T. 49613.00

19 22 SOLVANT Ltr. 30.00

20 27 GUARD STONE (STD. SIZE) (Stone) No. Deleted

21 28 BOUNDARY STONE (Stone) No. Deleted

22 30 PIN HEADER ( STD. SIZE) (Stone) No. 40.00

23 31 QUARRY SPALLS ( TRAP RUBBLE) Cu.m. 145.00

24 32 TR. HEADER / THROUGH ST. (Stone) No. Deleted

25 33 TR. HEADER (Stone) No. Deleted

26 34 TRAP METAL BLASTED 60 mm. Cu.m. 260.00

27 35 TRAP METAL 60 mm. (UNBLASTED) Cu.m. 260.00

28 36 TRAP METAL 50 MM. (BLASTED) Cu.m. 255.00

29 37 TRAP METAL 50 MM. (UNBLASTED) Cu.m. 280.00

30 38 TRAP METAL 40 MM. (BLASTED) Cu.m. 265.00

31 39 TRAP METAL 40 MM. (UNBLASTED) Cu.m. 280.00

32 40 TRAP METAL 40 MM. (CRUSHED) Cu.m. 560.00



35 43 TRAP METAL 10 MM. / 12 MM (CRUSHED) Cu.m. 395.0036 44 HARD MURUM Cu.m. 125.00

37 45 SOFT MURUM Cu.m. 115.0038 46 TRAP METAL 6 MM. (CRUSHED) Cu.m. 340.00

MATERIAL RATES (Including VAT as applicable)

Sr. No.

Rate Proposed For CSR 13-14 in

Rs. (Including VAT as

applicable)

302

Code Description UnitSr. No.



applicable)

39 49 BRICKS AGGREGATE ( 20 TO 40 MM) Cu.m. 275.00

40 53 STEEL FOR STRUCTURAL WORK M. T. 40500.00

41 54 STEEL PLATES M. T. 45000.0042 54a SAND UNSCREEN FOR BUILDING Cu.m. 330.00

43 55 SAND UNSCREEN FOR ROAD (Nallah Bed) Cu.m. 175.00

44 56 LIME SLAKED ( FINE LIME) Kg. 9.00

45 61 BRICK BATS Cu.m. 530.0046 79 BRICKS ( II CLASS) No. 4.0047 80 BRICKS ( I CLASS) No. 4.25

48 80a FLY ASH BRICKS No. 3.75

49 82 FIRE BRICKS No. 13.50

50 86 KHANDKIES No. Deleted

51 92 CORNER STONES 38X20X30 CM. No. 60.00

52 93 POLI. SHAHABAD (M. CUT 25 MM TH.) Sq. m. 255.00

53 95 ROUGH SHAHABAD (12-20 MM TH.) Sq. m. 160.00

54 97 WATER PROOFING COMPOUND Kg. 80.00

55 98 POLISH SHAHA. FOR STEPS (25 MM.) Sq. m. 350.00

56 99 CHEQ. CEMENT TILES Sq. m. 150.00

57 100 TANDUR POLISHED FOR STEPS Sq. m. 300.00

58 101 NEERU. Kg. 11.00

59 103 KOTA STONE ( MACHINE CUT) 25MM.TH Sq. m. 390.00

60 104 ROUGH SHAHABAD ( 25 TO 30 MM. TH) Sq. m. 175.00

61 105 ROUGH SHAHABAD ( 50 TO 60 MM. TH) Sq. m. Deleted

62 106 ROUGH SHAHABAD ( 40 TO 50 MM. TH) Sq. m. Deleted

63 108 TANDOOR ( HAND CUT) 25 MM. TH Sq. m. 270.00

64 109 TANDOOR 25 MM. TH. (MACHINE CUT) Sq. m. 310.00

65 110 PLAIN CEMENT TILES Sq. m. 160.00

66 111 CEMENT COLOUR TILES Sq. m. 170.00

67 112 WHITE GLAZED TILES 15X15 CM. Doz. 115.00

68 113 WHITE GLAZED TILES 10X10 CM. Doz. -

69 114 WHITE MAKRANA MARBLE SLAB (12mm TO 15mm ) Sq. m. 1500.00

70 114a WHITE MARBLE (12mm TO 15mm ) (Other than Makrana) Sq. m. 1000.00

71 115 MARBLE CHIPS Kg. 9.00

72 116 MARBLE COLOUR POWDER Kg. 11.00

73 117 WHITE CEMENT 750.00

74 118 COLOURED CEMENT Kg. 80.00

75 119 MARBLE MOSAIC CHEQ. TILES(GREY) Sq. m. 220.00

76 122 KADAPPA ( MACH CUT) 25 MM TH. Sq. m. 300.00

77 124 COL. MOZAIC TILES ( GREY CEMENT) Sq. m. 190.00

78 125 MARBLE MOSAIC TILES ( GREY CEMENT) Sq. m. 185.00

79 127 KOTA STONE STEP (POLISHED) Sq. m. 400.00

Per 50 Kg. Bag

303




applicable)

80 129 COL. MOZAIC TILES ( WHITE CEMENT) Sq. m. 210.00

81 131 CHEQUERED TILES (GRAY CEMENT) Sq. m. 145.0082 138 LINSEED OIL DOUBLE BOILED Ltr. 80.0083 139 TURPENTINE Ltr. 65.0084 141 FRENCH POLISH Ltr. 160.0085 142 VARNISH Ltr. 135.0086 143 COAL TAR Kg. 45.0087 144 COMERCIAL SPIRIT Ltr. 45.0088 145 WHITE ZINC PAINT Kg. 150.0089 150 ALUMINIUM PAINT Ltr. 220.0090 151 SYNTHETIC PAINT Ltr. 220.0091 152 ENAMEL PAINT / FLAT PAINT Ltr. 220.00

92 154 RED OXIDE PAINT Kg. 120.00

93 155 PLASTIC EMULSION PAINT Kg. 260.00

94 158 COLOUR POWDER (YELLOW EARTH) Kg. 7.00

95 159 WASHABLE DISTEMPER Kg. 80.00

96 160 OIL BOUND DISTEMPER Kg. 90.00

97 163 WATER PROOF CEMENT PAINT Kg. 45.00

98 164 T. W. PLANKS 1.2 M. LENGTH Cu. M. 67000.00

99 175 T. W. PLANKS ABOVE 2.5 M. LENGTH Cu. M. 69000.00

100 177 T.W. PLANK 25 TO 50 MM TH. 10-15 CM Wide Cu. M. 69000.00

101 178 T.W. GIRDER (JOIST) Cu. M. 70000.00

102 180 T.W. PLANKS 20 MM. TH (10-15 CM Wide) Cu. M. 67000.00

103 180a Teak Wood Battens Cu. M. 50000.00104 183 T.W.BULLIES 100 MM DIA Rmt. 135.00

105 184 T.W. BULLIES 125 MM DIA. Rmt. 145.00

106 185 T.W. BULLIES 150 MM DIA. Rmt. 160.00

107 186 JUNGLE WOOD PLANKS & IN GENERAL Cu. M. 27000.00

108 190 G.I. SCREW BOLTS No. 2.50

109 191 G.I. 'J' HOOKS 6 MM. DIA. No. 6.00

110 192 G.I. WASHERS No. 0.60

111 193 MANGLORE TILES CLASS ''A'' No. 9.50

112 196 J.W.BALLIES 150 MM. DIA Rmt. 60.00

113 197 MANGLORE RIDGE/HIP TILES No. 18.00

114 199 G.C.I. SHEETS (CORRUGATED ) 20 BWG. M. T. 60000.00

115 199a G.I.SHEET COLOUR M. T. 62000.00

116 200 G.I. WASHERS Kg. 80.00

117 201 G.I.NUT AND BOLTS Kg. 85.00

118 206 STRONG IRON BOLTS 10 MM. DIA. Kg. 90.00

119 208 RIDGE CAP (PLAIN G.I.) M. T. 60000.00

120 210 BITUMINOUS WASHERS Kg. 95.00

121 211 A.C. SHEET RIDGE Pair. 245.00

304




applicable)

122 211a Googly Bolt With Bitumenous Washer Kg. 70.00

123 213 MANGLORE GLASS TILE No. 330.00

124 215 A.C. PLAIN SHEET 6 MM. TH. Sq. m. 175.00

125 218 A.C.CORRUGATED SHEET 6 MM. TH. Sq. m. 190.00

126 222 PLAIN A.C. SHEET 4 MM. TH. Sq. m. 140.00

127 223 HARD BOARD 6 MM. TH. Sq. m. 140.00

128 224 PLY WOOD 12 MM. TH. Commertial Sq. m. 360.00

129 225 PLY WOOD 6 MM. TH. Commertial Sq. m. 275.00

130 225a PLY WOOD 4 MM. TH. Commertial Sq. m. 155.00

131 226 PARTICAL BOARD (12 MM.TH.) Sq. m. 350.00

132 226a Marine Ply 12 mm Sq. m. 500.00

133 226b Marine Ply 6 mm Sq. m. 360.00

134 226c Marine Ply 4 mm Sq. m. 230.00

135 227 INDIAN SUPERIOR T. W. FRAME Cum 80000.00

136 228 IRON HOLD FAST 300X40X5MM No. 40.00

137 229 BUTT HINGES ALUMINIUM 75 MM No. 50.00



140 232 TOWER BOLT ALUMINIUM 150 MM No. 45.00



143 235 HANDLE ALUMINIUM 125 MM. No. 45.00

144 236 HANDLE AND EYES ALUMN. 225 MM No. 28.00

145 239 GLASS 5.5 MM. THICK (PLAIN) Sq. m. 450.00

146 241 HANDLE IRON OXI. 100 MM. No. 27.00

147 242 TOWER BOLT 150 MM. IRON No. 27.00

148 243 HOOK & EYE IRON OXI. 75 MM No. 16.00

149 245 HANDLE IRON OXI. 125 MM No. 32.00

150 246 HOOKS AND EYES 225 MM IRON OXI No. 17.00

151 247 MORTICE LOCK SUPERIOR No. 600.00

152 248 SLIDING DOOR BOLT (TADI) No. 60.00

153 249 ALDROP ALUMINIUM 300 X 16 MM No. 165.00

154 250 BUTT HINGES IRON OXI. 125 MM No. 30.00

155 251 BUTT HINGES IRON OXI.100 MM No. 27.00

156 252 BUTT HINGES IRON OXI. 90 MM No. 20.00

157 253 ALDROP IRON OXI. 300 MM (20 MM DIA.) No. 110.00

158 254 IR. OXI. TOWER BOLT 150 MM. No. 60.00

159 255 TOWER BOLT IRON OXI. 250 MM. No. 75.00

160 256 TOWER BOLT IRON OXI.200 MM No. 65.00

161 257 LATCH 250 MM LONG IRON OXI. No. 40.00

162 258 BLACK HINGES No. 10.00

305




applicable)

163 259 STR. BUTT HINGE BR.OXI 150 MM. No. 70.00

164 260 STR. STRAP HINGE BR.OXI 200 MM. No. 80.00

165 261 STR. BUTT HINGE BR.OXI 100 MM. No. 60.00

166 262 TOWER BOLT IRON OXI.300 MM No. 90.00

167 263 CHAIN AND STARLE IRON No. 30.00

168 264 BR.OXI, TOWER BOLT 250 MM. No. 175.00

169 265 IRON OXI. STRAP HINGE No. 27.00

170 266 B.R. ORNAMENTAL HANDLE No. 170.00

171 269 HANDLE FOR STEEL WINDOWS No. 30.00

172 272 SOLID CORE T.W. VENEER 35 MM Sq. m. 1250.00

173 273 BRASS DOUBLE ACTING SPRING HINGES No. 125.00

174 274 SOLID CORE (COMME)SHUTTER 35 MM Sq. m. 1000.00

175 276 X.P.M. 12 MM X 18 GAUGE Sq. m. 120.00

176 277 HANDLE IRON OXI.150 MM No. 35.00

177 278 STOPPER FOR STEEL WINDOW No. 33.00

178 279 FLY PROOF G.I. WIRE MESH Sq. m. 170.00

179 288 HAMP ROPE Kg. 70.00

180 292 FERRUL FOR C.I. PIPE 100 MM No. 125.00

181 293 COUPLING C.I.80 MM. No. 120.00

182 294 COUPLING CAST IRON 100 MM No. 130.00

183 296 BELL MOUTH COVER (100 MM) DIA No. 60.00

184 304 CLAMP FOR G.I. PIPE No. 7.00

185 310 C.I.COVER 45X30 CM. WITH FRAME No. -

186 319 BIB STOP TAP BR. HEAVY 15 MM. No. 175.00



189 322 SOCKET FOR 15 MM. TAP No. 13.00



192 326 WHEEL STOP TAP OF BRASS 15 MM No. 200.00



195 331 GUN M. STOP TAP & CR. WH. 20 MM No. 200.00

196 332 GUN M. STOP TAP & CR.WH 25 MM No. 240.00

197 334 SHOWER ROSE CHR PLATED BR 10 CM No. 220.00

198 340 BALLCOCK 15 MM. DIA. P.V.C. FLOAT No. 155.00

199 341 BALLCOCK 25 MM. DIA. P.V.C. FLOAT No. 245.00

200 348 W.C. PANS 63 CM. Indian Closet WITH TRAP No. 550.00

201 349 10 LTR. FLU. TANK WITH ACCESSORIES (CI) No. -

202 350 FOOT REST CHEQUERED 25 X 10 CM Pair. 110.00

203 352 W.C. PAN 63 CM. IST CL(ORISA) No. 850.00

306




applicable)

204 353 W.C. PAN 63 CM (ORRISA TYPE) CM. IST CLASS WITH TRAP No. 950.00

205 354 HALF STALL TYPE URINAL No. 1650.00

206 356 LIPPED TYPE URINAL No. 500.00

207 357 HALF ROUND E.W. PIPE 100 MM. Rmt. 40.00

208 358 WASH BASIN (45X30 CM COL. GLAZE) No. 620.00

209 359 W/GLAZED E.W.SINK 0.600.2X0.45 with acc. No. 1575.00

210 360 15 MM DIA CRO.PLATED BIB COCK No. 180.00

211 362 WHITE GLAZED W.H. BASIN 0.45X0X0.3X0.2 No. 575.00

212 366 A.C.RAIN WATER PIPE 75 MM. DIA Rmt. 60.00

213 367 BIB TAP 15 MM BRASS MEDIUM No. 130.00

214 368 BIB TAP 15 MM CAST IRON No. -

215 369 C.I. COWL/VENT 75 MM. DIA No. 225.00



218 372 C.I.COLLER 75 MM. DIA No. 185.00

219 373 C.I.COLLER 100 MM.DIA No. 200.00

220 374 C.I.COLLER 150 MM. DIA No. 275.00

221 375 G.I.PIPE 15 MM. DIA MEDIUM TYPE Rmt. 120.00

222 376 G.I.PIPE 20 MM. DIA MEDIUM Rmt. 145.00








230 384 EUROPEAN TYPE W.C. PAN 68 C.M. (WHITE) No. 1150.00

231 393 C.I.GRATING 75 MM. DIA No. 40.00

232 394 C.I.GRATING 100 MM. DIA No. 45.00

233 395 A.C. PIPE 100 MM. DIA Rmt. 55.00

234 396 A.C. PIPE 75 MM.DIA. SHOE No. 45.00

235 397 SALT GLAZED S.W. GULLY TRAP No. 110.00

236 398 STONE WARE PIPE 100 MM. DIA Rmt. 80.00

237 407 U.P.V.C.PIPE 15 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 45.00







307




applicable)

244 413B U.P.V.C.PIPE 75 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 215.00

245 413C U.P.V.C.PIPE 90 MM. DIA.10kGF/Cm2 PRESSURE Rmt. 275.00

246 414 COLOUR EUROPEAN TYPE W.C. PAN No. 1250.00

247 415 COLOUR WASH H.BASIN 45 CM X 30 CM No. 800.00

248 420 GUN. M. STOP COCKS 15 MM CL. WHEEL No. 165.00

249 422 BRASS WHEEL STOP TAP 32 MM. DIA No. 450.00

250 424 BRASS WHEEL STOP TAP40 MM. DIA No. 475.00




254 432 GUN METAL STOPCOCK C. WHEEL 20 MM No. 350.00



257 442 WH. GL. FULL STALL URINAL No. 3000.00

258 446 WH. GL. WASH BASIN 63 X 45 CM. No. 840.00

259 447 COL. GL. WASH BASIN 63 X 45 CM. No. 1200.00

260 456 C.I.Y. JUNCTION 75 MM DIA No. 240.00



263 459 A. C. COLLER No. 24.00

264 460 C.I. PLUG BENT 150 MM DIA No. 875.00

265 461 A.C. DOUBLE 'Y' JUNCTION 100 MM No. 80.00



268 464 A.C. PIPE 150 MM DIA. Rmt. 75.00

269 465 A. C. PLUG BEND 150 MM DIA. No. 80.00

270 466 STONE WARE PIPE 150 MM DIA. Rmt. 135.00

271 467 STONE WARE PIPE 225 MM DIA. Rmt. 175.00

272 591 COL. GLAZED TILES 15 X 15 CM. Doz. 150.00

273 597 ALLUMINIUM ROD 25 MM DIA. Rmt. 45.00

274 598 VENEER 4 MM THICK T.W. Sq. M. 375.00

275 602 WIRED GLASS 6 MM THICK Sq. M. 525.00

276 603 C. I. PIPE 75-80 MM. DIA. Rmt. 600.00

277 604 C. I. PIPE 100 MM DIA. Rmt. 725.00

278 605 C. I. PIPE 150 MM DIA. Rmt. 1100.00

279 622 GULLY TRAP COVER WITH FRAME C.I. No. 165.00

280 626 A. C. SHOE 100 MM. DIA No. 55.00

281 628 A. C. COWL. VENT. ( 100 MM DIA.) No. 50.00

282 630 A. C. BEND 75 MM No. 45.00

283 631 A. C. BEND 100 MM No. 48.00

284 632 C. I. BEND 100 MM No. 280.00

308




applicable)

285 635 No. 150.00

286 641 HINGES 125 MM Cromium Plated No. 50.00

287 642 TOWER BOLTS 300 MM CR. PLATED (IRON) No. 65.00

288 643 TOWER BOLTS 200 MM. CR. PLATED (IRON) No. 50.00

289 644 ALDROP 300 X 16 MM CR. PLATED No. 145.00

290 645 HANDLE 125 MM CR. PLATED No. 50.00

291 647 HOOKS AND EYES CR. PLATED No. 27.00

292 648 BR. OXI. BUTT. HINGES 125 MM No. 75.00

293 649 BR. OXI. ALDROP 300 X 16 MM. No. 350.00

294 650 BR. OXI. HANDLES 125 MM No. 85.00

295 651 BR. OXIDE TOWER BOLTS 300 MM No. 200.00

296 652 BR. OXI. TOWER BOLTS 200 MM No. 150.00

297 653 BR. OXI. HOOKS AND EYES 200 MM No. 55.00

298 655 BR. OXI. HINGES 100 MM. No. 70.00

299 656 HINGES IRON 100 MM No. 25.00

300 659 WELDED MESH 50 X 50 X 2.54 MM (10 GAUGE) Sq. M. 280.00

301 663 BARBED WIRE Kg. 63.00

302 664 BAMBOO 50 MM DIA. Rmt. 27.00

303 665 COIR STRING Kg. 45.00

304 666 BAMBOO 25 MM DIA. Rmt. 17.00

305 708 RED POWDER / GERU Kg. 11.00

306 719 NON TEAK / JUNGLE WOOD Cu. M. 26000.00

307 721 CHICKEN PROOF JALI Sq. M. 35.00

308 755 CEMENT BASE PUTTY Kg. 45.00

309 801 T. W. PARTICLE BOARD, BOTH FACE LAMINATED 12MM Sq. M. 650.00

310 837 A. C. COWL. DOME 3" (75 MM) DIA. No. 30.00

311 838 A. C. COWL. DOME 4" (100 MM) DIA. No. 40.00

SYMET BATH FITTINGS. 312 839 WASTE COUPLING 31/32 MM (H/T/F/T) No. 60.00

313 840 GRATING DOOM 100 MM No. 35.00

314 841 GRATING DOOM 125 MM No. 40.00

315 842 GRATING DOOM WASTE HOLE 125 MM No. 38.00

316 843 GRATING ROUND 140 MM No. 55.00

317 844 GRATING SQUARE 150 MM No. 105.00

318 845 GRATING SQUARE WASTE HOLE 150 MM No. 105.00

319 846 GRATING SQUARE FITTINGS 100 MM No. 85.00

320 847 GRATING SQUARE 150 MM No. Deleted

321 848 BIBCOCK STANDARD 15 MM. No. 115.00

322 849 BIBCOCK FANCY WITH FLANGE 15 MM No. 170.00

323 850 BIBCOCK LONG BODY WITH FLANGE 15 MM No. 200.00

TOWEL ROD WITH CLAMPS ( 16MM DIA) Cromium Plated 60 CM

309




applicable)

324 851 FLANGE 15 MM No. 18.00

325 852 EXTNSION NIPPLE 15 MM No. 28.00

326 853 PILLAR COCK 15 MM No. 240.00

327 854 PUSHCOCK ( 20 MM FEMALE THREADS) 15 MM. No. 145.00

328 855 PUSHCOCK (-DO-) WITH NIPPLE 15 MM No. 130.00

329 856 PUSHCOCK ( 15 MM FEMALE THREADS) 10 MM No. 90.00

330 857 STOPCOCK (15 MM MALE / FEMALE) 15 MM. No. 130.00

331 858 STOPCOCK (FEMALE THREAD) 20 MM. No. 135.00

332 859 PRESSURE FLUSH COCK ( HEAVY) No. 400.00

333 860 ANGLE STOP COCK WITH FLANGE 15 MM No. 160.00

334 861 CONCEALED STOPCOCK 15 MM No. 240.00

335 862 CONCEALED STOPCOCK 20 MM No. 260.00

336 863 BALLCOCK COMPLETE WITH EPOXY 15 MM No. 160.00

337 864 BALLCOCK COMPLETE – DO- 20 MM No. 180.00

338 865 BALLCOCK COMPLETE – DO- 25 MM No. 350.00

339 866 SWIVELLING SHOWER 15 MM No. 140.00

340 867 SHOWER ARM WITH FLANGE 225 MM No. 90.00

341 868 URINAL SPREADER 15 MM No. 120.00

342 869 MORTICE LOCK HANDLE No. 155.00

343 870 BUTT HINGE (3") 75X60 MM No. 35.00

344 871 BUTT HINGE (4")100X75 MM No. 48.00

345 872 REFLEX HINGE L & R (3')75X69 MM No. 40.00

346 873 TOWER BOLT (4 ") 100 MM No. 38.00

347 874 TOWER BOLT (6 ") 150 MM No. 45.00

348 875 TOWER BOLT (8 ") 200 MM No. 55.00

349 876 UPVC SANITORY GRADE PIPE 75 MM Rmt. 145.00



Cast Iron Spigot Socket Pipe I.S. 1536 / 1989 Class LA 352 879 80 mm Dia Rmt. 650.00

353 880 100 mm Dia Rmt. 800.00354 881 125 mm Dia Rmt. 950.00355 882 150 mm Dia Rmt. 1250.00

356 883 200 mm Dia Rmt. 1900.00357 884 250 mm Dia Rmt. 2300.00

358 885 300 mm Dia Rmt. 3000.00

359 886 CERAMIC TILES 300mm x 300mm Sqm 450.00

360 887 No. 1850.00

361 888 PVC FLUSHING TANK 10 LIT. CAPACITY WITH ACCE. No. 600.00

362 889 L.D.O Litre 80.00

STAINLESS STEEL SINK 600MM X 450MM X 250MM (1 mm Thick ) WITH ACCE.

310




applicable)

363 890 Vetrified Tiles 600 mm x 600 mm, 8 mm thick Sqm 850.00364 891 Vetrified Tiles 1000 mm x 1000 mm, 10 mm thick Sqm 1060.00365 892 Gypsum Board 9 mm Thick Sqm 250.00

892a Gypsum Board 12.5 mm Thick Sqm 260.00366 893 P.O.P. Celling Sheet 12.5 mm Thick Sqm 150.00367 894 Plasticizer Litre -368 895 Super Plasticizer Litre 90.00369 896 Iron Oxidised Parliamentry Hinges size 75 mm x 150 mm

No.36.00

370 897 Iron Oxidised Parliamentry Hinges size 100 mm x 150 mmNo.

43.00

371 898 Iron Oxidised Parliamentry Hinges size 125 mm x 150 mmNo.

50.00

372 899 Brass Oxidised Parliamentry Hinges size 75mm x 150 mmNo.

140.00

373 900 Brass Oxidised Parliamentry Hinges size 100 mm x 150 mmNo.

160.00

374 901 Brass Oxidised Parliamentry Hinges size 125 mm x 150 mmNo.

175.00

375 902 Glass 3.0 MM. THICK ( plain ) Sqm. 250.00

902a Glass 4.0 MM. THICK ( plain ) 310.00902b Glass 5.0 MM. THICK ( plain ) 375.00902c Glass 6.0 MM. THICK ( plain ) 490.00902d Glass 8.0 MM. THICK ( plain ) 700.00902e Glass 10.0 MM. THICK ( plain ) 875.00

376 903 Glass 3.0 MM. THICK ( Bajri ) Sqm. 225.00377 904 Emulsion water based (water proof cement paint) Litre 155.00378 905 Stone Dust Cu. M. 185.00379 906 FLY ASH M. T. 35.00380 907 ANGLO INDIAN TYPE W.C.PAN NO. 1350.00381 908 WATER JET WITH PIPE FOR W.C. S.S. NO. 450.00382 909 BIB COCK SWAN NECK LONG HEADED FOAM FLOW NO. 600.00383 910 SUNMICA 0.8MM Sqm 130.00384 911 FOURMICA 1MM Sqm 350.00385 912 ADDESIVE (FEVICAL) KG 120.00386 913 BAISON BOARD 8 MM Sqm 250.00

913a BAISON BOARD 12 MM Sqm 375.00387 914 GRADE-I CRUSHED METAL (45 MM TO 90 MM) Cu. M. 350.00388 915 GRADE-II CRUSHED METAL (45 MM TO 63 MM) Cu. M. 400.00389 916 GRADE-III CRUSHED METAL (22.5 MM TO 53 MM) Cu. M. 450.00390 Steel fibre (M.S. Crimped Flat) Kg. 55.00

311

8. LABOUR RATESCode Description Unit

1 1 BLACK SMITH WITH TOOLSM II CLASS DAY 265.00

2 2 STONE CUTTER WITH TOOLS, SEMI-SKL DAY 265.00

3 3 MASON I ST CLASS SKILLED DAY 269.00

4 4 MASON II ST CLASS SKILLED DAY 265.00

5 5 CARPENTER I ST. CLASS SKILLED DAY 265.00

6 6 CARPENTER II ST. CLASS SKILLED DAY 265.00

7 7 PLUMBER WITH TOOLS, SKILLED. DAY 265.00

8 8 GLAZIER WITH TOOLS SKILLED. DAY 265.00

9 9 TIN SMITH WITH TOOLS, SEMI-SKL. DAY 265.00

10 10 PAINTER I ST. CLASS, SKILLED. DAY 269.00

11 11 PAINTER II ST. CLASS, SKILLED. DAY 265.00

12 12 HEAD FITTER WITH TOOLS SKILLED. DAY 269.00

13 13 MECHANIC. DAY 269.00

14 14 LORRY DRIVER / MIXER OPERATOR DAY 269.00

15 16 WELDER/DRILLER, SKILLED. DAY 269.00

16 17 POLISHMAN, SEMISKILLED DAY 265.00

17 18 ASSISTANT PLUMBER, SKILLED DAY 269.00

18 21 VIBRATOR OPERATOR (SKILLED) DAY 269.00

19 24 ASPHALT SPRAYER SKILLED. DAY 269.00

20 26 QUARRY MAN, SEMI SKILLED. DAY 265.00

21 27 PAINTER (WHITE WASHER),SEMI SKILLED. DAY 265.00

22 29 TILE TURNER, SEMI SKILLED DAY 265.00

23 31 BAR BENDER, SKILLED. DAY 269.00

24 32 BHISTI (MIXING/CURING), SEMI-SKILLED. DAY 265.00

25 34 TAR HANDLER, SEMI SEMI-SKILLED. DAY 265.00

26 37 NAVAGHANI DAY 261.00

27 38 MAZDOOR, UNSKILLED HEAVY DAY 261.00

28 39 MAZDOOR, UNSKILLED LIGHT./ FEMALE DAY 261.00

29 41 FITTER I ST. CLASS WITH TOOLS SKILLED. DAY 269.00

30 42 FITTER II ST. CLASS WITH TOOLS SKILLED. DAY 265.00

31 55 WELDER DAY 265.00

32 59 ELECTRICIAN DAY 265.00

Sr. No.

Rate For CSR 2013-2014

in Rs.

312

33 62 WATCHMAN DAY 265.00

34 64 SUPERVISOR DAY 265.00

312

NOTE :- Rs. 8.00 Per km/cum

Rs. 6.30 Per km/cum

Rs. 5.75 Per km/cum

I] Lead upto 15 km. Rs. 19.20 per KM / MT

II] Lead from 15 km to 50 km. Rs. 13.50 per KM / MTIII] Beyond 50 km. Rs. 11.45 per KM / MT

Rs. 3.40 per KM / MT

Rs. 6.60 per KM / MT

Rs. 144.00 per MT

LEAD IN K.M.

0.5 73.001 80.00

1.5 88.002 96.00

2.5 103.003 111.00

3.5 118.004 126.00

4.5 134.00

RATES FOR TRANSPORTATION OF METAL FOR YEAR

2013 - 2014 ( Including Service Tax )1. AFTER KM. 30 ADD FOR EACH SUBSEQUENT KM FROM KM 30/0 to km. 60/0

2. ADD FOR EACH SUBSEQUENT KM FROM KM 60/0 TO KM. 100/0

3. ADD FOR EACH SUBSEQUENT KM FROM KM 100/0 AND ABOVE

4. RATE FOR TRANSPORTATION OF R.C.C. PIPES AND COLLERS.

Note :-Above Rate of transportation of pipe and collers do not include loading and unloading charges.

5. RATE FOR TRANSPORTATION OF BITUMENTransportation of Max phalt pack

tin. Same as per rates for transportation of metal for store delivery only. For delivery of pack tin from refinery.

Transportation of Bulk Bitumen from refinery.

6. Heating and unloading bulk bitumen.

RATES FOR 2013-2014

in Rs.

313

5 141.005.5 148.006 155.00

6.5 163.007 170.00

7.5 177.008 184.00

8.5 191.009 198.00

9.5 204.0010 210.00

10.5 216.0011 222.00

11.5 228.0012 234.00

12.5 240.0013 246.00

13.5 252.0014 258.00

14.5 264.0015 270.00

15.5 275.0016 280.00

16.5 285.0017 290.00

17.5 295.0018 300.00

18.5 305.0019 310.00

19.5 315.0020 320.00

20.5 325.0021 330.00

21.5 335.0022 340.00

22.5 345.0023 350.00

23.5 355.0024 360.00

24.5 365.0025 370.00

25.5 374.5026 379.00

26.5 383.5027 388.00

27.5 392.50

314

28 397.0028.5 401.5029 406.00

29.5 410.5030 415.0031 419.00

31.5 423.0032 427.00

32.5 431.0033 435.00

33.5 439.0034 443.00

34.5 447.0035 451.00

35.5 455.0036 459.00

36.5 463.0037 467.00

37.5 471.0038 475.00

38.5 479.0039 483.00

39.5 487.0040 491.00

40.5 495.0041 499.00

41.5 503.0042 507.00

42.5 511.0043 515.00

43.5 519.0044 523.00

44.5 527.0045 531.00

45.5 535.0046 539.00

46.5 543.0047 547.00

47.5 551.0048 555.00

48.5 559.0049 563.00

49.5 567.0050 571.00

50.5 575.0051 579.00

51.5 583.0052 587.00

315

52.5 591.0053 595.00

53.5 599.0054 603.00

54.5 607.0055 611.00

55.5 615.0056 619.00

56.5 623.0057 627.00

57.5 631.0058 635.00

58.5 639.0059 643.00

59.5 647.0060 651.00

60.5 654.1561 657.30

61.5 660.4562 663.60

62.5 666.7563 669.90

63.5 673.0564 676.20

64.5 679.3565 682.50

65.5 685.6566 688.80

66.5 691.9567 695.10

67.5 698.2568 701.40

68.5 704.5569 707.70

69.5 710.8570 714.00

70.5 717.1571 720.30

71.5 723.4572 726.60

72.5 729.7573 732.90

73.5 736.0574 739.20

74.5 742.3575 745.50

75.5 748.6576 751.80

316

76.5 754.9577 758.10

77.5 761.2578 764.40

78.5 767.5579 770.70

79.5 773.8580 777.00

80.5 780.1581 783.30

81.5 786.4582 789.60

82.5 792.7583 795.90

83.5 799.0584 802.20

84.5 805.3585 808.50

85.5 811.6586 814.80

86.5 817.9587 821.10

87.5 824.2588 827.40

88.5 830.5589 833.70

89.5 836.8590 840.00

90.5 843.1591 846.30

91.5 849.4592 852.60

92.5 855.7593 858.90

93.5 862.0594 865.20

94.5 868.3595 871.50

95.5 874.6596 877.80

96.5 880.9597 884.10

97.5 887.2598 890.40

98.5 893.5599 896.70

99.5 899.85100 903.00

317

100.5 905.87101 908.75

101.5 911.62102 914.50

102.5 917.37103 920.25

103.5 923.12104 926.00

104.5 928.87105 931.75

105.5 934.62106 937.50

106.5 940.37107 943.25

107.5 946.12108 949.00

108.5 951.87109 954.75

109.5 957.62110 960.50

110.5 963.37111 966.25

111.5 969.12112 972.00

112.5 974.87113 977.75

113.5 980.62114 983.50

114.5 986.37115 989.25

115.5 992.12116 995.00

116.5 997.87117 1000.75

117.5 1003.62118 1006.50

118.5 1009.37119 1012.25

119.5 1015.12120 1018.00

120.5 1020.87121 1023.75

121.5 1026.62122 1029.50

122.5 1032.37123 1035.25

123.5 1038.12124 1041.00

318

124.5 1043.87125 1046.75

125.5 1049.62126 1052.50

126.5 1055.37127 1058.25

127.5 1061.12128 1064.00

128.5 1066.87129 1069.75

129.5 1072.62130 1075.50

130.5 1078.37131 1081.25

131.5 1084.12132 1087.00

132.5 1089.87133 1092.75

133.5 1095.62134 1098.50

134.5 1101.37135 1104.25

135.5 1107.12136 1110.00

136.5 1112.87137 1115.75

137.5 1118.62138 1121.50

138.5 1124.37139 1127.25

139.5 1130.12140 1133.00

140.5 1135.87141 1138.75

141.5 1141.62142 1144.50

142.5 1147.37143 1150.25

143.5 1153.12144 1156.00

144.5 1158.87145 1161.75

145.5 1164.62146 1167.50

146.5 1170.37147 1173.25

147.5 1176.12148 1179.00

319

148.5 1181.87149 1184.75

149.5 1187.62150 1190.50

150.5 1193.37151 1196.25

151.5 1199.12152 1202.00

152.5 1204.87153 1207.75

153.5 1210.62154 1213.50

154.5 1216.37155 1219.25

155.5 1222.12156 1225.00

156.5 1227.87157 1230.75

157.5 1233.62158 1236.50

158.5 1239.37159 1242.25

159.5 1245.12160 1248.00

160.5 1250.87161 1253.75

161.5 1256.62162 1259.50

162.5 1262.37163 1265.25

163.5 1268.12164 1271.00

164.5 1273.87165 1276.75

165.5 1279.62166 1282.50

166.5 1285.37167 1288.25

167.5 1291.12168 1294.00

168.5 1296.87169 1299.75

169.5 1302.62170 1305.50

170.5 1308.37171 1311.25

171.5 1314.12172 1317.00

320

172.5 1319.87173 1322.75

173.5 1325.62174 1328.50

174.5 1331.37175 1334.25

175.5 1337.12176 1340.00

176.5 1342.87177 1345.75

177.5 1348.62178 1351.50

178.5 1354.37179 1357.25

179.5 1360.12180 1363.00

180.5 1365.87181 1368.75

181.5 1371.62182 1374.50

182.5 1377.37183 1380.25

183.5 1383.12184 1386.00

184.5 1388.87185 1391.75

185.5 1394.62186 1397.50

186.5 1400.37187 1403.25

187.5 1406.12188 1409.00

188.5 1411.87189 1414.75

189.5 1417.62190 1420.50

190.5 1423.37191 1426.25

191.5 1429.12192 1432.00

192.5 1434.87193 1437.75

193.5 1440.62194 1443.50

194.5 1446.37195 1449.25

195.5 1452.12196 1455.00

321

196.5 1457.87197 1460.75

197.5 1463.62198 1466.50

198.5 1469.37199 1472.25

199.5 1475.12200 1478.00

200.5 1480.87201 1483.75

201.5 1486.62202 1489.50

202.5 1492.37203 1495.25

203.5 1498.12204 1501.00

204.5 1503.87205 1506.75

205.5 1509.62206 1512.50

206.5 1515.37207 1518.25

207.5 1521.12208 1524.00

314

Sr.No. Materials Unit

(in Rs.) (in Rs.) (in Rs.)

1 Cu.M. 19.80 16.50 9.90

2 Cu.M. 19.80 16.50 9.90

3 Cu,.M. 16.50 15.50 6.60

4 Lime Cu.M. 23.10 20.90 7.70

5 Sq.M. 1.00 1.00 0.90

6 M.T. 18.70 16.50 4.40

7 Cement M.T. 28.70 20.90 13.20

8 M.T. 35.30 28.70 17.60

9 Timber Cu,M. 20.90 15.40 7.70

10 M.T. 23.10 20.90 9.90

10-A --- --- ---

10-B M.T. --- --- ---

10. RATES FOR LOADING , UNLOADING, STACKING AND TRANSPORTATION OF MATERIALS FOR THE YEAR 2013-2014

Rates for Loading carriage of materials upto a lead of 50 Mtrs.

Rates for Unloading including carriage of materials up to a lead of 50 Mtrs.

Rates for Stacking

Rates for Transportation

Boulders Rubbles & Masonry stones

10% Extra over the rates for Transportation of metal

Metal of all sizes

As per schedule attached

Moorum Sand Earth & Loose material

15% Below the rates for Transportation of metal


Shahabad/ Sikosa

1/5 of the the rates for Transportation of metal

Fuel Wood (Babul)

1/2 of the rates for Transportation of metal

10% Below the rates for Transportation of metal for delivery other than factory and Railway station.

Mild Steel bars of all sizes.



Maxphal Pack Tin

Carting of bulk Bitumen Bituminous & Metal mix (mix material) transportation


315

Sr.No. Materials Unit

(in Rs.) (in Rs.) (in Rs.)

Rates for Loading carriage of materials upto a lead of 50 Mtrs.

Rates for Unloading including carriage of materials up to a lead of 50 Mtrs.

Rates for Stacking

Rates for Transportation

11 Bricks Cu.M. 17.60 17.60 12.10

12 19.80 17.60 14.90

13 19.80 17.60 14.90

14 19.80 17.60 14.90

15 A.C.sheets M.T. 22.00 17.60 8.80

16 Bamboos 39.70 28.70 25.40

17 Rmt. 0.30 0.30 0.30

18 Gravel Cu.M. 9.90 7.70 5.50

19 Steam Coal M.T. 22.00 16.50 7.70

20 G.I.Sheets M.T. 20.90 16.50 7.70

21 M.T. 44.10 34.20 7.70

Same as per rates for Transportation of metal

Manglore tiles including Ridgeing and Hipping

1000 Nos


Single Allahbad tiles and country tiles

1000 Nos


Flooring Tiles size 0.30m x 0.30 m

1000 Nos



1000 Nos

1.5 Times the rates for Transportation of metal

Ballies of all Diameters

1/10th time the rates for Transportation of metal

5% Extra over the rates for Transportation of metal

Same as the rates for Transportation of metal


R.C.C.Pipes and Collers

316

11. Machinery Hire Charges For CSR 2013-2014

Sr.No. DESCRIPTION UNIT

1 Power Roller (8 to 10 mt.) Hour 512.00

2 Water Tanker (7.5 Ton) Cap. Hour 531.00

3 Vibrator (Diesel) Hour 110.00

3 (I) Vibrator (Electrical) Hour 105.00

4 Concrete Mixer (10/7 cft.) Hour 175.00

5 Asphalt Mixer 7/5. Cft. Hour 260.00

6 Boiler (Asphlat) C 1125 Lit Hour 12.00

7 Air Compressor 210 cfm. To 225 c. Hour 629.00

8 Guniting Gun. Hour 190.00

9 Rent for Steel Water Tank.( 3000 Liter capacity ) Day 260.00

10 Bouser (7.5 M.T.) K.M. 37.00

11 Paver Finisher (H.P. 400 to 43.5) Hour 900.00

12 Hour 2395.00

13 Hotmix plant (30 to 40 t.) (excluding heating) Hour 2500.00

14 Heating charges for H.M. plant. Hour 2200.00

15 Crusher (Major stone crusher 16"x10") Hour 510.00

16 Tile Polishing Machine with Polishman. Day 550.00

17 Welding Machine (Diesel Welding Plant)-30 HP Hour 245.00

18 Chain and Pully Day 165.00

19 Rotary core Driller Machinary Day 750.00

20 Pile boring machinary 325 – 400 mm. Dia. Running meter 116.00

21 Builder hoist (1 ton. Cap) Hour 200.00

22 Water Pump 10 to 19 H.P. Hour 200.00

23 Generator 100 KVA Hour 200.00

24 Generator 200 KVA Hour 1824.00

25 Generator set 21 to 30 KVA Hour 356.00

26 Crane (12.5 M.T. capacity) Hour 870.00

27 Maxi. Mix Vibratory Earth Rammer (4 H.P.) Hour 115.00

28 Dumper/Tipper (6 Cum.cap.) Hour 1152.00

29 Mechanical Sprayer. M.T. 975.00

30 Excavator Hind Marin, 101 M capacity 2.3 cum. Hour 2514.00

31 Motorgrader HP-145 for Light land levelling Hour 1500.00

Rate For CSR 2013-14 in Rs.

Paver Finisher Hydrostatic with sensor control 100 TPH

317

Sr.No. DESCRIPTION UNIT Rate For CSR 2013-14 in Rs.

32 Motorgrader 3.35 blade GSB/WBM Hour 2099.00

318

Sr.No. DESCRIPTION UNIT Rate For CSR 2013-14 in Rs.

33 Bouzer heating( asphalt) M.T. 148.00

34 Self propelled paver finisher H.P. 40 & 43.5 Hour 900.00

35 Truck for roller transport (10-12 M.T.) K.M. 53.00

36 Truck (7.5 M.T.) K.M. 53.00

37 Hot Mix mini plant (H.P. 14) Hour 860.00

38 Tractor-IH Super BMD Hour 364.00

39 Tractor with Rotavator Hour 350.00

40 Loaders (H.P. 62) Hour 1125.00

41 Front end Loader 1 Cum. bucket Capacity Hour 722.00

42 Poclain LC-80 (Cap. 0.9/0.95 cum. H.P. 90) Hour 2236.00

43 Wheel Loader JCB - 3 C. (Cap 1.2 cum.) Hour 1228.00

44 Drawn Scraper Hour 210.00

45 L & T. Sismopactor TT. 900 Vibratory Roller Hour 1381.00

46 Maxi mix Vibratory Road Roller Hour 412.00

47 Pavement Braker Hour 255.00

48 Wet Mix Plant 60 TPH Hour 1150.00

49 Wet Mix Plant 75 TPH Hour 1635.00

50 Bitumen Boiler oil Fired Hour 172.00

51 Mastic Cooker Hour 60.00

52 Mechanical broom Hydrolic Hour 350.00

`

318

CEMENT CONSUMPTION

1 C.C. 1:4:8 3.40 bag/cum

2 C.C. M-10 /1:3:6 4.40 bag/cum

3 C.C.M-15/ 1:2:4 6.27 bag/cum

4 C.C. M-20 7.10 bag/cum

5 C.C. M-25 7.50 bag/cum

6 C.C. M-30 8.00 bag/cum

7 C.C. M-35 8.30 bag/cum

8 C.C. M-40 8.50 bag/cum

The standard rate of consumption of Cement for different grades of concrete considered in schedule of rates

319

PUBLIC WORKS REGION NAGPUR

The Schedule of Rates is approved for the year 2013-2014with effect from 01 - 07 - 2013

Superintending Engineer Superintending EngineerPublic Works Circle Vigilance & Quality Control Circle

Nagpur Nagpur

Superintending Engineer Superintending EngineerPublic Works Circle Public Works Circle

Gadchiroli Chandrapur

Superintending Engineer Dy. Chief ArchitectDesign Circle Public Works Region,

Nagpur Nagpur.

TRUE COPY

Executive EngineerRoad project Division

Nagpur

csr final 13-14 (building & road)

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