pwd dsr pune 2010-11

GENERAL NOTES

0.1 Schedule of Rates is prepared for the year 2010-2011 Operative from 1st October 2010as applicable for P. W. Circle Pune / Satara / Kolhapur / Solapur and it is also applicableto Sangli District under Kolhapur Circle.

0.2 For the rates in Corporation area, Notified Tribal area, Hilly inaccessible areas, & CentralJail premises, Mental Hospital premises, an increase of percentage over the normal scheduleof rates prescribed for the year 2010-2011 is allowed as follows.

1. Corporation Areas 5 %2. Sugarcane area 10 Km. radius 5 %3. Tribal Areas 10 %4. Notified Hilly / Inaccessible areas 10 %5. InsideCentral Jail Premises, Mental Hospital premises,

Raj Bhavan and Yerwada printing prison press 15 %

The Superintending Engineers should Specify the sugar producing areas under their circles.

The Hilly / Inaccessible areas in Western ghat region for Public Works Region, Pune are identifiedas below:

Sr. No District Hilly / Inaccessible areas

1. Pune

2. Satara Government Resolution, Planning Department No.DVK/1089/P-66/Y-19

3. Solapur Dated 23-11-1990 (Copy attached in Page No. 271 to 273 of this D.S.R)

4. Sangli

5. Kolhapur

The increase in rates as above should be applicable only one at a time e.g. if Central Jail is situated inCorporation area an increase of only 15 % for the jail is to be considered and not 20 % (15 % + 5%). Issue rates of Schedule ‘A’ Material for above notified areas shall be increased by respective percentage.

0.3 The rates worked out in the schedule of rates includes initial lead of 5 Km. for all completeditems including asphalting road items, but excluding M.O.R.T. & H. Items. For supply itemsand providing Earth Work in embackment of road materials lead is not considered in therate analysis. Actual lead charges are to be added for these supply items.

0.4 The Basic rates for all quarrying materials such as metal aggregates, boulders, sand, murum, etc.are taken as rates at quarry with lead of 50 mtr.( Head load lead which is not to be deductedfrom lead) and for other items the market rates are considered in the Statement A-1

Statement A - 1 - Material Master . ( Basic rates of material)Statement A - 2 - Labour Master

Statement A - 3 - Machinery Master

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2

0.5 Rates for transportation shown in the statement ‘C’ includes labour charges for loading, unloading

and stacking of material on site.

0.6 For working out items of additional leads more than 5 Kms. the estimate should be prepared

for actual leads by deducting initial lead charges of 5 Kms. for all completed items.

0.7 For leads less than 1.00 Km. the rates worked out for bullock cart, head loads, whichever is

economical should be adopted as per statement C-2

0.8 For items of building superstructure rates to be increased as follows for the floor lift.

Floor Percentage increase

I) Ground Floor Nil

II) First Floor 2.00 %

III) II nd Floor 3.50 %

IV) III rd Floor 5.00 %

V) IV th Floor 6.50 %

VI) V th Floor 8.00 %

For every additional floor one and half percent increase in rates shall be considered. The above percentage

increase is applicable for following items:

Sr. No. Section ITEMS

1. Bd/ F & G R.C.C., B.B. Masonary, Hume pipe tanks, MS/HYSD/TMT reinforcement

2. Bd/J Water proofing treatment with B.B. Coba.

3. Bd/L Plastering, pointing.

4. Bd/M Flooring, Dado, Skirting, treads and risers.

5. Bd./O/P Painting.

6. Bd./R Mangalore Tiled Roof, Ridge, Ceiling and G.C.I./A.C. Sheet

7. Bd/T Weather sheds, Replacing external Window Shutters using scaffolding.

8. Bd/U/C Structural Steel work, Tubular Trusses, Grill Work

9. Bd/V M.S. Tanks, CI/AC/PVC/Soil, waste, vent and rain pipes.

10. Bd/W External Guniting.

The increase in rates as above should be on Ground floor basic rates only. No cumulative increase shall

be done.

0.9 Items to be carried out above terrace such as water proofing treatment on terrace, water storage

tank, parapet wall with coping, Stair-case, lift room with slabs and water proofing treatment,

plastering, painting etc. required for the completion of building are assumed to be the items of

its lower floor.

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0.10 a) Schedule of rate is based on the following basic rates of material which are normally suppliedby the Department.

A. Cement Rs. 5,000.00 / M.T.

B Mild Steel Rs. 36,500.00 / M.T.

C. Tor Steel ( HYSD) Rs. 37,000.00 / M.T.

D. Structural Steel Rs. 38,500.00 / M.T.

E Tubular Steel Rs 46,800-00 / M.T.

F TMT-FE-500 Rs. 38,200.00 / M.T.

G. High Tensile Steel Rs 67,000.00 / M.T

H Bitumen (Packed) (30/40 grade) Rs. 40,779.00 / M.T. Ex-Refinary Mumbai

I. Bitumen (Packed) (60/70 grade) Rs. 38,990.00 / M.T. Ex-Refinary Mumbai

J. Bitumen (Packed) (80/100 grade) Rs. 37,960.00 / M.T. Ex-Refinary Mumbai

K Bitumen (Bulk) (30/40 grade) Rs. 36,788.00 / M.T. Ex-Refinary Mumbai

L. Bitumen (Bulk) (60/70 grade) Rs. 34,999.00 / M.T. Ex-Refinary Mumbai

M. Bitumen (Bulk) (80/100 grade) Rs. 33,969.00 / M.T. Ex-Refinary Mumbai

N. Rubber Modified Bitumen (Bulk) C.R.60 Rs. 36,930.00 / M.T. Ex-Refinary Mumbai

O. Rubber Modified Bitumen (Bulk) C.R.55 Rs. 36,119.00 / M.T. Ex-Refinary Mumbai

P. Rubber Modified Bitumen (Bulk) C.R.50 Rs. 35,900.00 / M.T. Ex-Refinary Mumbai

b) The above rates are as per the Rates charged by the main producers at their respective pointsof supply, as on the date of implementation of D.S.R. which includes all taxes such as excise,CST, Terminal tax, educational tax etc. except for Bitumen and Cement. For cement 4% Salestax is considered.

The rates of bulk/packed bitumen, bitumen emulsion and rubber modified bitumen, adopted forthe items of bituminous works are based on the rates prevailing on 17-05-2010 at ex-RefineryMumbai. The rates are inclusive of excise duty of 14 % and additional cess of 3 % on exciseduty and VAT 12.50%

Subsequent increase/decrease if any in bitumen rate shall be accounted for in the analysis of itemswhile framing Estimate

c) If materials are to be supplied by Department under Schedule “A” of contract, the rate at whichthe materials will be charged to the Agency shall be based at D.S.R. rate or prevailing stockissue rate, whichever is more.

0.11 Sales Tax and other taxes levied by Govt. are not considered seperatly in the rate abstract asthe basic rates considered are inclusive of all these taxes

0.12 i) As per Govt. Circular No. DSR - 1090/CR-6453/PLN-3 dated 14-07-1993 1% for LabourAmenity is considered in DSR while arriving the rates.

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ii) As per Govt. in Industries & Power G.R No. BCA-2009/CR-108/Labour 7-A dated17/06/2010, 1% cess on labour welfare is not considered in the DSR while arriving the rate.The same should be added in the rate analysis while framing the estimate and the amount shallbe deducted from contractors bills as prescribed in the said G.R.

iii) As per circular issued by Directorate of Insurance Maharashtra State vide letter No. ÒeefJeefve-2305/menefJecee/mee.yee.efJe/HeÀ-2 dated 12/09/2005, 1% for insurance of contract worksis not considered in DSR while arriving at rates. The same shall be considered in the recapitulationsheet while framing estimates and the amount incurred by contractors for Insurance of worksshall be reimbursed on production of documentary evidence and after checking/ certification fromDivisional Accounts Officer.

0.13 i) Lead charges are taken as per the statement ‘C-1’ for the major item., such as - lime, murum,earth, building rubish, manure of sludge, sand, stone, agreegate, soling stone, concrete block, timber,cement., A.C. Pipes, Cement Blocks, steel, tar bitumen, roofing felt, floor asphalt, steel, mating,bamboos, and ballies of all size, ceilling board, rubber P.V.C. pipes and fitting, Sheet and plateglass in packs, painting and distemper A.C. sheet and fitting iron sheet linoleum, bricks, ModularBricks, Traditional Bricks, Tiles, half round Roofing Tiles, Glass Block., Empty cement Bag,Stone Wear pipes, R.C.C. Pipes, C.I. Pipes, Prestressed concrete pipes, A.C. pipes etc.

ii) Rate of Transportation of Bulk Bitumen from Refinary to the site of work is Rs4.40 PerMetric Tone per Kilometer (one side). Rate of heating and unloading is Rs. 100/- per MetricTone

0.14 References of P.W.D. standard specification / M.O.S.T. specification are mentioned in bracketbelow the description of the items.

0.15 M.O.S.T.’s specification and rates should be adopted for Bituminous work of state road.

0.16 Items required for water supply and sanitory works, which are not included in this DSR, theDSR of Environmental Engineering Organisation (ENE) is to be adopted.

0.17 For testing of soil, road, building material, test bores, load tests, plate load test etc. the rates asper DSR of Maharashtra Engineering Research Institute (MERI) Nashik are to be adopted.

0.18 Turn over tax is not considered in the rate analysis.

0.19 Item code No. Bd-F-41, Deals with the rate of concrete for grid slab, this item should be usedfor grid slab only i.e. where distance between two beams in both the direction is not more than2 Mtrs.

0.20 In respect of hot mix B.T. works a separate rate of conventional machinery and modern machinerybe used as the case may be.

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0.21 For items of excavation, foundation concrete and masonary etc. for C.D. works, rates shall beadopted from corresponding items under respective building sections.

0.22 For scaffolding work required to be errected for carrying out repairing work on external facesof building at various heights (viz. repairs to chajjas, external plastering, painting, etc.). The rateof Rs. 1.50 per Sq.m.of scaffolding area shall be considered.

0.23 As per Government C.R. of Maharashtra, Revenue and Forest Departments Notification No.Gaukhani-10/1009/PK-309/Kh(3) dated 11th Feb. 2010, royalty charges of Rs.200/Brass, i.e.Rs.70.67 / cum., are included in the respective items of Supply of all natural minerals i.e. Rubble,Metal, Sand, Murum earth etc. in the D.S.R. Agency will have to produce documentary evidenceto the concerned Executive Engineer, as regards payments made by Agency to Revenue Departmenttowards royalty charges. If such documentary evidence is not produced the component of Royaltycharges as contemplated in the item shall not be paid to Agency. Copy of notification attachedHowever in case the rates are revised by Revenue and Forest Department time to time, the differencemay be considered while preparing Estimate.

0.24 a Value added Tax for material is considered in the D.S.R

VAT for completed items- In addition to VAT on material following charges shall be addedfor VAT on completed items.

0.24 b Value added Tax for each complted item is to be added in the rate analysis at last at the followingrate while framing the Estimate

Items Increase in rates for VAT

i) Building work 0.75%ii) Road work (including bridge and C.D. works) 0.50%

0.25 For readymix concrete Rs 150/- per Cum should be added over the concrete items in the D.S.R.(Thisitem should be operated with the prior approval of Superintending Engineer)

0.26 For concreting items rates are proposed using crushed sand along with natural sand. For adoptingthese rates circular issued by P.W. Department vide Letter No. MISC-2009/ PK-10/ Roads-1 dated23/07/2009 shall be followed.

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GUIDE LINES

1 Rate for transportation of material by Truck from different leads have been worked out as pertable given by National Building Organisation. The cost per trip shown in statement ‘C’, alsoincludes charges of running empty vehicle for return trip. For calculation of transportation chargesrate tabulated in material master for following items are considered in the formula

a) Mazdoor b) Diesel c) Mobile Oil d) Truck

2 For calculation of pay load factor a truck of 7.5 M.T. capacity is considered.

3 The Schedule ‘A’ rates should not be less than those mentioned in material master.

4 Water charges and Quality control charges are accounted for in each R.A. for completed item.

5 Machinery hire charges shall be as per the machinery use rates of Irrigation Department issuedby the Chief Engineer ( Mech), Nashik.

6 Rate for consumption of cement for controlled cement concrete shall be as given in statement‘D’. If the cement required as per actual mixed design is more than this, additional cost of cementmay be added in the rate for additional quantity or may be issued free of cost under tender provisions.

7 The dewatering rates mentioned in bridge sections includes post monsoon flow of River / Nallasand general seepage of water only and does not include provision of cofferdam, caging etc. InSpecific conditions if cofferdam caging etc. are felt essential for dewatering then separate R.A.for that particular site may be prepared and got approved from competent Authority.

8 Dewatering in the item of excavation of building shall include dewatering of water only uptoquantity of dewatering that is possible manually.

9 Octroi charges / duty of material for the works which fall in Municipal corporation area . Theprovision for actual octroi charges shall be considered while preparing the estimates.

10 While preparing estimates a provision for chicken mesh and groves etc. to joining of masnoryand column beam should be made separately for decorative works viz. cornice, edge patty etc.in items of plastering section.

11 For following items of Bridge works the separate rate analysis shall be approved by the TeritorialSuperintending Engineer:

a) For Sub Structure height above Ground Level / Top of Raft is more than 15 Mtrs.

b) For Superstructure if span is greater than 15 mtrs, if and or the height of Superstructure aboveGround Level is greater than 15 mtrs.

E:\SAIDEEP\DVD_02\DSR\YEAR1011\PUNE\SSR-2010-2011.doc 1

GENERAL NOTES

1) Schedule of Rates for survey work the year 2010-2011

Operative from 15/11/2010 applicable for Public Works

Region, Pune for Pune, Solapur, Satara, Sangli and Kolhapur

Districts. Prepared By Road Project Division Pune.

2) For the rates in Municipal Area, Corporation Area, Hill

Station Area, Notified Tribal Area, Hilly in accessible Area,

Sugarcane Area and Jail Premises an increase of percentage

over the normal Schedule of rates prescribed as that of

regular D.S.R. is allowed.

3) Rates of labour required for Survey work to be adopted From

the sanction Schedule of Rates for Pune Public Works

Region, Pune.

APPROVED AND

COUNTERSIGNED FOR THE

YEAR 2010-11

EXECUTIVE ENGINEER SUPERTENDING ENGINEER

ROAD PROJECT DIVISION NO.1 PUBLIC WORKS CIRCLE

PUNE – 411001 PUNE - 411001


GOVERNMENT OF MAHARASHTRA PUBLIC WORKS DEPARTMENT

PUNE WORKS REGION, PUNE

SURVEY SCHEDULE OF RATES

FOR THE YEAR 2010-2011

For Pune, Solapur, Satara, Sangli and Kolhapur Districts

I N D E X

Sr.No. Section Subject Page No.

1) A Requirement of Labours for

Unit Works

3

2) B Requirement of Material on

Unit basis

4

3) C Unit out turn per day 4 TO 7

4) D Rates of Materials required for

survey

8 TO 9

5) E Rates of transportation,

loading and unloading of

Survey Instruments and other

camp requirements etc.

10 TO 11

6) F Labour cost for various items

of Survey

12 TO 13

7) G Rates of completed items

involved During Survey

14 TO 26

8) H Rates for Boring Machines 27 TO 30

9) I Rates for Land Plans 31 TO 33


SURVEY SCHEDULE OF RATES FOR THE YEAR 2010-2011

For Pune, Solapur, Satara, Sangli and Kolhapur Districts

Sr.

No.

Item of Work Unit Rate

For the year

2010-2011

1 2 3 4

A)

REQUIREMENT OF LABOUR FOR UNIT WORK

I) ROAD SURVEY

1) Reconnaissance survey of alignment in

plain and hilly country including taking

dimensions of apexes ascertaining

type of land etc. complete (without

chaining)

Day 4 Nos.

2) - do – (with chaining) Day 7 Nos.

3) Levelling Day 3 Nos.

4) Chain and compass or cross staff survey Day 6 Nos.

II) STREAM SURVEY

1) Catchment area survey up to 100 acres

with chain and compass. (Traverse

survey)

Day 2 Nos.


Sr.

No.


For the year

2010-2011

1 2 3 4

2] -do- on village map upto 10 acrea by Day 2 Nos.

visualisation without chain and

compass.

3] Levelling for countering of sections of

longitudinal sections of streams

including chain and compass survey

and other details of stream.

Day 9 Nos.

4] Chain and compass or cross staff

survey.

Day 6 Nos.

B] REQUIREMENT OF MATERIALS ON UNIT BASIS

1] Plain 1 Tin of 100 M.L.

Km. 2 Tins

2] Chunnam loose

Km. 2 Kgs.

3] Pegs Km. 65 Nos.

4] Kerosin Oil Month 6 Litres

5] Tourch Cell (1 ½ V) Month 3 Cells

C] UNIT OUTTURN PER DAY

Survey party consisting of 2 or 3

overseers and 1 Attendent for item to

10 under.

1] Roads and Item 1 to 6 under

2] Streams


Sr.

No.


For the year

2010-2011

1 2 3 4

I] ROADS

1] Reconnaissance survey of alignment a

road in plain country including taking 3

dimensions of apexes indicating type of

land etc. alongwith alignment and

verification of serial Nos. (without

chaining)

Day 2 Kms.

2] - do – (with chaining) Day 1.50 Kms.

3] Reconnaissance survey of a road

alignment for new hilly road country

(without chaining).

Day 1.50 Kms.

4] - do – including taking 3 dimensions of

apexes indicating type of land and

verification of survey No. (with

chaining)

Day 1.00 Km.

5] Reconnaissance survey of a alignment

of a road in hilly country utilizing

existing forest trackes. (without

chaining)

Day 1.50 Kms.

6] Reconnaissance survey of a alignment

of a road in hilly country utilizing

existing dimensions of apexes

indicating type of land etc. along the

alignment and verification of survey No. etc. (with chaining)

Day 1.00 Km.

7] Detailed survey of road in plain country

including chaining (with cross sections at

every 2 chain) and closing of survey

each day.

Day 1.50 Kms.


Sr.

No.


For the year

2010-2011

1 2 3 4

8] Detailed survey in plain country (along

earthwork one including chaining

with cross section at every 2 chain and

closing survey at close of day.

Day 0.75 Km.

9] Detailed survey for a new hilly road for

along ulizing existing forest track

(without cross sec.) but inclusive of

closing survey each day.

Day 0.50 Km.

10] Taking cross section for a road in hilly

country along the alignment including

chaining leveling and closing of survey

of the close of day. (Note : Length

should be worked out on the No. and

actual length of cross sec. Taken.)

Day 0.40 Km.

II] STREAM

1] Longitudinal and cross section of stream

complete with leveling and chaining

including closing survey at the end of

work

Day 1.50 Kms.

2] Purely fly leveling (if required) (To and

From)

Day 5 Kms.

3] Finding out of catchment area with

traverse survey upto 100 acres not

traceable on toposheet (and upto 1

sq.mile on site)

Day 3 Nos.


Sr.

No.


For the year

2010-2011

1 2 3 4

4] Finding out of catchment area with

traverse survey above 100 acres not

traceable on toposheet (and upto

1 sq.mil on site)

Day 2 Nos.

5] Fixing chain and apex stones along

the road (on an average 4 to 5 chain

stones and 5 to 6 apex stones in a

length of 1 km.) for unit labour

Day 0.75 Kms.


Sr.

No.


For the year

2010-2011

1 2 3 4

D] RATES OF SUPPLY OF MATERIALS REQUIRED FOR

SURVEY

1] Supply of apex size

15 cm x 15 cm x 75 cm

No. 53.00

2] Suppling. bamboos male No. 7 Nos

& 50 mm dia of 3.60m. to 4.00 m.

long. (D.S.R-10-11 Page No.211

Sr..No.10)

Rs.8.50/Rmt.

Rm 59.50

3] Supply of wooden survey pegs

(D.S.R. 2010-11 P.No.212/39)

100No 410.00

4] Supplying readymade flag of any

colour size 36 cm x 50 cm

No. 16.00

5] -do- 600mm x 450mm (Market Rate) No. 38.00

6] Supplying readymade synthetic

Enamel paint ( tin contains 100

mililiters) (D.S.R.2010-11 Sr.No.2/

Page No.210)

Per In

100

Mili-

liters

15.20

7] Supplying chunnam Kg.

(D.S.R.2010-11 Sr. No.2/Page No.228)

9.00

8] Chalk stick Box (Contains 100 sticks) Box 20.00

9] Coir string (D.S.R.2010-11 Sr.No.3/

Page No.228)

Kg. 61.00

10] Battery Cell No. 18.00

11] Sutali (Market rate) Kg. 38.00


Sr.

No.


For the year

2010-2011

1 2 3 4

12] Socks (Market rate)

Pairs 50.00

13] Survey Shoes (Gum Boot) (Market

rate)

Pairs 650.00

14] Survey Cap (Market rate) No. 100.00


Sr.

No.


For the year

2010-2011

1 2 3 4

E] RATES OF TRANSPORTATION, LOADING AND

UNLOADING OF SURVEY INSTRUMENTS AND

OTHER CAMP EQUIPMENTS ETC.

(Equipments including all survey

instruments, Kitchen Box and other

camp equipments to railway station

or bus stand)

1] Transporting survey instruments and

other camp equipments to railway

station or Bus stand or vice versa upto

2 Kms.

Per Trip 80.00

2] -do- beyond 2 Kms.upto 4 Kms.

Per Job 120.00

3] -do- for shift of same upto 5Kms. By Trip. 190.00

bullock cart with driver.

4] -do- 5 Kms. and upto 8 Kms.

(excluding)

Trip. 224.00

5] -do- Beyond 8 Kms. and upto

12 Kms.

Trip. 276.00

6] Loading in railway train including

conveying camp equipment and

survey instruments from Rickshow

Stand to railway station platform

Bundle 15.00

7] Unloading from Train including

conveying to Public Stand outside the

loading in vehicle and Rickshow

Bundle 15.00


Sr.

No.


For the year

2010-2011

1 2 3 4

8] Conveying survey instruments and

camp equipments from Rickshow or

bus stand to S.T.bus platform and

vice vrsa.

Bundle 15.00

9] -do- Loading or unloading from Bus.

Bundle 8.00

10] Conveying apex or chainage stones

by bullock cart with driver upto 5

Kms. (from quarry) of 15 stones

capacity.

Job 194.60

11] Conveying apex or chainage stones

by bullockcart with driver upto 10

kms. From quarry 15 stones capacity.

Job 246.00

12] –do- upto 15 kms. of 15 stones

capacity.

Job 367.00

13] Conveying apex or chainage stone or

B.M. /Centering / stone by head load

from stacking point to actual size

on work with distance of work with

distance of every 100 meters.

No. 5.50

14] –do- 100 meters to 200 meters.

No. 11.00

15] –do- 200 meters to 300 meters No. 16.50


Sr.

No.


For the year

2010-2011

1 2 3 4

F] LABOUR COST FOR VARIOUS ITEMS OF SURVEY

1] Fixing chain/BM / Centering / Appex

stones in earth and all sorts of soil

and soft murum including conveying

excavation fixing stone and back

filling etc. complete.

No. 53.00

2] Taking the trial pit for roads,

alignment, C.D.works in earth soil

of all sorts sand,gravel or soft murum

including stacking the excavated

including all lifts and necessary back

filling upto depth 1.5 metres.

Cum. 106.00

2A] Taking the trial pit for roads,

alignement,C.D.works in earth soil

of all sorts sand, gravel or soft

murum including stacking the

excavated including all lifts and

necessary back filling upto 3.00

meters depth.

Cum. 130.00

3] -do- in hard murum upto 1.5 metre

depth.

Cum. 187.00

3A] –do- upto 3 metre depth. Cum. 205.00

4] -do- in hard murum and boulders 1.5

metre depth.

Cum. 250.00


Sr.

No.


For the year

2010-2011

1 2 3 4

4A] –do- upto 3 metre depth.

Cum. 262.00

5] Extra for dewatering in nallas during

excavation involved upto 1.5 metre

depth

Cum. 27.00

6] –do- upto 3 metre depth.

Cum. 31.00

7] Fixing survey pegs. 100 Nos. 70.00

8] Painting and Lettering / Numbering

Chain / Apex / Centre line stones.

(D.S.R. 2010-11 Sr.No.103/ Page

No.165)

No. 7.00


Sr.

No.


For the year

2010-2011

1 2 3 4

G] RATES OF COMPLETED ITEMS INVOLVED DURING

SURVEY

I] SURVEY ITEMS

1] Reconnaissance survey of road

alignment in plain country including

taking 3 dimensions of apexes

including verification of type of land

etc. along the alignment etc. complete

(without chaining)

Km. 700.00

2] -do-

(with chaining)

Km. 1405.00

3] Reconnaissance survey of a

alignment for new hilly road utilizing

existing forest cart tracks with use of

Ghat Tracer (if found necessary )

taking three dimensions of apexes


etc. complete.

(without chaining)

Km. 1720.00

4] Reconnaissance survey of a

alignment for new hilly road utilizing


Ghat Tracer (if found necessary )

taking three dimensions of apexes


etc. complete.

(with chaining)

Km. 2180.00


Sr.

No.


For the year

2010-2011

1 2 3 4

5] Reconnaissance survey of road

alignment in hilly road utilizing


Ghat Tracer (if found necessary)

taking three dimension of apexes


etc. complete (without chaining)

Km. 932.00

6] –do- (with chaining)

Km. 2107.00

7] Detailed survey of roads in plain

country including chaining and

leveling with cross section at every

two chains inclusive of closing survey

each day .

Km 2210.00

8] Detailed survey of road length where

earthwork is party done including

chaining and leveling with cross

section at every two chain and

closing survey each day.

Km 2022.00

9 ] Detailed survey of road through hilly

country taking cross section at every

chain or as per desired including

chaining leveling and closing survey

each day

Km 4317.00

10] –do- utilizing existing forest tracks

Km 3238.00

11] Providing and fixing chain center

line Bench Mark/ Apex Stone size

15cm x15 cmx 60 cm. in Ground &

white washing etc. complete

(D.S.R-10-11 Page No. 164/

I.No. 91(b))

No 110.00


Sr.

No.


For the year

2010-2011

1 2 3 4

11A] Providing and fixing chain

center line Bench Mark/Apex

stones in C.1:4:8 block foundation

of standard size including white

washing etc. complete

(DSR-10-11, I.No. 91 A/P-164)

No. 260.00

12] Providing and fixing wooden

survey pegs at 15m Center to

Center including white washing

etc. complete

Km. 299.00

13] Carrying out Catchment area

traverse survey of minor stream

(not traceable in toposheet)

below 100 acres

No. 680.00

14] Cutting down branches trees,

bushes etc. stacking the material

neatly as directed. (for Jeepable

road)

Km. 6630.00


Sr.

No.


For the year

2010-2011

1 2 3 4

Preparation of Land Plans for Land

Aquisition (Road Work)

15] Preparing land plans and land

Schedule including carrying out

plantable 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 authorities shall

be obtained for correctness of

prepared plans, tracing and taking

out prints and preparing the

requisite booklets duly bound and

printing with all materials etc.

Three land plan booklets in

prescribed form alongwith original

tracing shall be supplied

including procurement of village

maps / forest land plans from

concerned Authorities.

Note :- The item planetable

includes following points.

1] Carrying plane table Survey.

2] Plotting of duly surveyed area.

3] Collection of data from D.I.L.R.

Authorities and verification of

survey maps by D . I . L . R .

Authorities.

4] Preparing three Booklets of

Survey maps , including taking out

prints of Survey maps, binding etc.

5] Carrying out plantable Survey of

the private / forest land, along the

road upto 30 Mtrs. on either side

from the road center.

Km.

17426.00


Sr.

No.


For the year

2010-2011

1 2 3 4

Preparation of Planetable survey

for Buildings.

16] Providing detailed layout plan of

area in scale 1:500 including

carrying out contour survey and

detailed Engineering plane table

Survey with the help of 20”.

Theodolite area measurement of the

plot and structures, trees, over head

line and under ground service

amenities within the area, with

triangulation method and giving

details of the structures, such as

total area, type of building and

distance from all corners taking trial

pit 0.5 x 0.5 x 2.00 m. – 2 Nos. per

Acre and collection of record from

city survey /D.I.L.R. authorities and

authontification. The plan shall be

traced on 75 micron polyster film

and shall be submitted along with

three Amonia Prints. The contour

levels shall be marked at 0.5 Metre

intervals.

Note :- The item includes—

1] Traversing work with theodolite

and steel tape.

2] Levelling Grid work of the terrain.

3] Detailed Engineering Surve and

contouring work of the terrain.

4] Plotting work.

5] Collection of Record.

a) For 10 Gunthas to 1 Acre Acre 3467.00

b) For Area above 1 Acre.

Acre 3810.00


Sr.

No.


For the year

2010-2011

1 2 3 4

17]

Reconnaissance survey including study

of survey sheets maps etc. For

alignment including 3 dimension or

apexes , fixing pegs, chain and

compass or cross staff survey with L-

section and cross section of alignment

at ever 30 M. or at every change of

indiviation which ever is less including

fly levels at close of days work, fixing

apex and B.M. stones of size 0.15 x

0.15 x 0.60 in 1:2:4 C.C. at every 200

M. and preparation of alignment plan

and all type of compliance if required

from Department.

Km.

12082.00

18] Preparation of detailed Plans and

Estimates of road including type in 5

Copies, ammonia prints, with colouring

of plans, proper filling, indexing and

paging etc. complete and all types of

compliance, if required from

Department.

Km. 5858.00

19] Survey of C.D. works including taking

L-Section of Road, Catchment area

plan by Traverse method and taking

and trial pits of size 1.50 M x 1.50 Mx

1.50 M including preparation of

detailed plans and estimates in 5 copies

and all types of compliance if required

from the Department.

No. 5199.00


Sr.

No.


For the year

2010-2011

1 2 3 4

20]

Survey of Minor bridge including

taking L-Section of nalla existing road

two defined, cross sections, one at U/s

and at D/s one vergin cross section, one

alternate proposed cross section and

stream upto sufficient long with chain

and compass, taking three trial pits of

size 2.00 x 2.00 x 3.00 M. collecting

samples of bed materials at site for

ascertaining the silt factor, unit test,

specific gravity from Govt. approved

laboratories and preparation of detailed

survey data submission of the project

duly typed colouring of the ammoia

prints, site plan and other drawings

etc., complete and all types of

compliance, if required from

department.

No.

28322.00

21] Preparation of detailed plans and

estimate on the basis of the approved

detailed survey date by the competent

authority including typing in 5 Copies,

ammonia prints, site plans proper

filling indexing and paging, etc.

complete and all types of compliance,

if required from department.

No. 6886.00


Sr.

No.


For the year

2010-2011

1 2 3 4

22]

Note-

Survey of Major bridge including

taking L-Section of nalla existing road

two defined, (one of U/s and one at at

D/s one alternate proposed cross

section of and stream upto sufficient

length with chain and compass, taking

the trial pits threin bed, two on banks

of size 2.00 x 2.00 x 3.00 M.

collecting samples at site for

ascertaining the silt factor, unit test,

specific gravity from Govt. approved

laboratories (including testing charges)

and preparation of detailed survey data

submission of the project duly typed

colouring of the ammoia prints, site

plan and other drawings etc., complete

and all types of compliance, if required

from department. (Excluding taking

trial bores and contouring) upto 75 mtrs

For additional length increase 10%

upto 200 m. and 15% above 200 m.

Meter

848.00

23] Preparation of detailed plans and

estimate of bridge on the basis of the

approved line diagram and technical

not from the competent authority

including typing in five copies

ammonia prints, site plans, other

drawing with colour of plans, proper

filling, indexing and paging etc.

complete and all types of compliance,

if required from department.

No. 13385.00


Sr.

No.


For the year

2010-2011

1 2 3 4

24]

Contours survey of stream U/s and D/s

of proposed bridge site including

levelling, chain and compass survey at

every 30 M x 30 M. preparing contour

map with ammonia prints etc. complete

in 5 sets.

One Sq.

K.M.

50394.00

25] Survey of raised causeway including

reconnaissance, taking L-section of

existing road one defined, one vergin,

one alternate proposed cross section

and stream upto sufficient lengths with

chain and compass taking two trial pits

of size, ascertaining silt factor and

preparation of detailed survey data,

submission of the project duly typed

colouring of the ammonia prints, site

plan and other drawing etc. complete

and all types of compliance, if required

from department.

Per No. 14732.00

26] Prepratation of detailed plans and

estimates of Raise causeway on the

basis of the approved detailed survey

data by competent authority including

typing in 5 copies ammonia prints, site

plan other drawings with colouring of

plans, proper filling, indexing and

paging, etc. complete and all types of

compliance if required from

department.

One No. 4441.00


Sr.

No.


For the year

2010-2011

1 2 3 4

II] SURVEY OF MEDIUM C.D. WORKS

1] Complete survey of stream having

catchment area upto 1 sq. mile

including catchment survey taking

necessary L.S./C.S. and other details

etc. complete.

No. 1945.00

2] Complete survey of stream having

catchment area bove 1 sq.mile and upto

5 sq.miles including taking necessary

L.S./C.S. and other details etc.

complete in all respects.

No. 5420.00

III] SURVEY OF MAJOR STREAMS

1] Reconnaissance survey of alignment in

plain country for approaches to the

bridge including taking three

dimensions of apexes. (without

chaining)

Km. 672.00

2] Fly levelling for carrying out bench

mark.

Km. 327.00

3] Detailed survey of approaches

including chaining and levelling

inclusive of chain and compass survey

along bridge alignment and approaches

including closing each days work.

Km. 1391.00


Sr.

No.


For the year

2010-2011

1 2 3 4

4]

Taking longitudinal section of streams

extending upstream and down stream

side of the bridge site, requisite number

of cross section of the street on either

sides block contouring and other details

etc. complete. (Length of L.S. and C.S.

for contouring to be worked out)

Km

1530.00

5] Taking trial pit 1.5 M x 1.5 X size in

river bed upto 3 M depth in soft strata

upto hard murum and boulders

including charges of shoring and

strutting including dewatering,

necessary back filling.

Cum. Deleted

6] Demarcation of right of way (ROW) as

per design using total station including

calculation of co-ordinates of 30 meter

internal on both sides of road.

Km. 4540.00

7] A] Preparation of Land Acquisition

proposal including collection of 7/12

and 8/A documents marking alignment

on village maps, area calculation,

preparation of proposal, printing,

binding etc. complete and submission

of 5 sets more ever liaison and co-

ordination with Revenue authorities

with compliance if any until

finalisation of a ward.

Km. 1690.00


Sr.

No.


For the year

2010-2011

1 2 3 4

B] Joint measurement of the alignment

by the P.W.D. and department of land

records liaison and co-ordination.

For New alignment

Km. 5760.00

For existing alignment

Km. 4650.00

8] Carrying out detailed topographic

survey by using total station along the

existing or new road in Hilly or plain

terrain including taking L-section and

cross section at minimum every 30

meter c/c for plain terrain and 10 meter

c/c for hilly terrain or as specified by

Engineer in charge and for 30m. width

of road way taking minimum 10 spot

level per cross section, spot or as

detected by Engineer in charge

considering

A] Plain Terrain New alignment

B] Plain Terrain Existing alignment

C] Hilly Terrain

Km.

Km

Km

15267.00

16315.00

18547.00


Sr.

No.


For the year

2010-2011

1 2 3 4

9]

Demarcation of road boundary (ROW)

on both sides of road including fixing

RCC 1:2:4 boundary stones of standard

size and shape including fixing in block

of standard size of C.C. of 1:4:8 white

washing at 50 meter intervals etc.

complete

Km.

23740.00


Sr.

No.


For the year

2010-2011

1 2 3 4

H]

TAKING 100 MM DIA TRIAL BORES FOR

ASCERTAINING STRATA

(Note:- The following rates (Item No.1 & 2)

are approved by the Chief Engineer

(Mechanical), Water Resources Department,

Nashik for 2010-2011)

1] Taking trial bores 75 to 100 mm for 53.0 to

88.9 mm core dia over burden (by diamond

drilling machine) such as soil of all sorts,

soft murum, hard murum and boulders and

in soft rock including all materials such as

casing pipes and accessories oil, grease,

steel, roads, and such other materials as

required (including conveying the material

to site of work) preserving the loose

samples in glass jar and core samples seriall

on site of work and conveying the same to

H.Q. of concerning office as directed.

(a) 0 to 50 metre (Page No.20, Item No.22.1) Rmt. 645.00

2] Taking trial bores 75 to 100 mm for 53.0 to

88.9 mm core dia in rocks as specified

below including all necessary materials such

as oil, grease, steel bootsan and such other

materials as required (including conveying

the materials to the site of work) and

preserving the core samples serially duly

marking and maintain the footage on site of

work and conveying the same to H.Q. of the

concerned office as directed.


Sr.

No.


For the year

2010-2011

1 2 3 4

a] Quartzite with diamond drill

with Nz Bit

i] 0 to 50 metre (Page No.20, Item

No.22.6)

Rmt. Deleted

b] Quartzite with diamond drill with

Bx Bit


No.22.3)

Rmt. 2352.00

c] Quartzite with diamond drill with

Ax Bit


No.22.4)

Rmt. 1960.00

d] I) In all other types of hard rock

(Excluding quartzite with calyx.)

iv] over 50 to 100 metres Rmt. Deleted

(Page No.20, Item No.22.3[a])

v] Other rock with diamond drill 0 to

50 metres ((Page No.21, Item No.22.5)

Rmt. 1585.00

3] Providing tun tappa core boxes of

jungle wood of size

1.25mx0.35mx0.15m for preserving

core samples with all fixtures and

fastening handles including locking

arrangement etc. complete.

No. 1940.00


Sr.

No.


For the year

2010-2011

1 2 3 4

4

A]

Providing and maintaining temporary

platform at bore location in river bed in

upto 1 mtrs.of standing water of size

3.50X4.00 m by using sand bags in layers

for platform including all required

materials, labours etc. complete

A] –do- upto 1 M No. 6178.00

4

B]


platform for errecting boring machine in

river bed to the depth of standing water 1

mtr. to 2 mtrs of size 3.50 m X 4.00 m by

using 20 Nos. of M.S. empty barrels in

M.S. Frame made up to M.S. angle size

50X50X5 mm with fabrication and over it

a jungle wood planks platform of size

3.50X4.00X0.03m size including

supplying of nylon rope 24mm size for

anchoring platform include passage

platform and engaging a labour etc.

complete.

B]

C]

-do-1 M. to 2 M

-do-2 M. and above

No.

No.

8837.00

10008.00


Sr.

No.


For the year

2010-2011

1 2 3 4

5]

6]


platform for inspection from one bank to

another bank or bore location in river bed

in all depth of standing water of size

1.3X2.0m by using 4 M.S. empty barrels

in M.S. Frame made up of M.S. Angle size

50X50X5 mm with fabrication and over it

a jungle wood planks platform of size

1.3X2X0.003 m size including supplying

of Nylon rope 24 mm size & 300 mm

length for movement of platform

Engaging a labour on inspection days etc.

complete.

Conveying the boring machine and engine

and all its accessories etc. to the site of

work and back including loading

unloading etc. complete. Rate mechanical.

No.

Km

8006.00

38.00

(Page No.11, Item No.11.1

(Mech D.S.R.2010-11 t5 Tons capacity of

Truck)

7] Shifting boring plant with all its

components and reinstalling the same at

the directed place including all its charges

etc. complete.

Per Shift 2913.00

(Note:- Distance to be measured from the

station of boring machine, engine, etc. of

District head quarters to site of work (by

short rout)


SURVEY SCHEDULE OF RATES

FOR THE YEAR 2010-2011

Sr.

No.


For the year

2010-2011

1 2 3 4

1] Preparing land plans and land schedule Km. 18300.00

Including carrying out plane table

survey for Private / Forest land or both

side of road in Rural and Urban areas.

The work of plotting and certificate

from T.I.L.R. or other authorities shall

be obtained for correctness of prepared

plans. Tracing and taking out prints

and preparing the requisite booklets

duly bounds and printing with all

materials etc. Three land plan booklets

along with original tracing shall be

supplied including procurement of

village Maps / Forest land plans from

concern authorities.

Note :- The item plane table includes

following points.

1] Carrying out plane table survey.

2] Plotting of duly surveyed area.

3] Collection of data from T.I.L.R.

Authorities and verification of

survey

maps by T.I.L.R. Authorities.

4] Preparing three booklets of survey

maps, including taking out prints of

survey maps, binding, etc.

5] Carrying out plane table survey of

the Private / Forest land along the road

upto 30 mtrs. on either side from the

road center.


Sr.

No.


For the year

2010-2011

1 2 3 4

2]

Providing in actual services for the

preparation of record of rights change

of title in the name of MORT & H, New

Delhi including collection of notification

u/s 3(D) as per national highway Act

1956 (48 of 1956). Award copy, joint

measurement plan, land schedule as per

joint measurement, possession receipt,

land revenue reduction order from

competent. Authority for preparation of

kami-jast Patrak (K.J.P.) from T.I.L.R.

conducting meeting, with T.I.L.R. staff.

Site inspection if required and

preparing kami-jast Patrak from

T.I.L.R. and submitted to competent

authority along with joint measurement

sheet, land schedule. According KJP

which is prepared by T.I.L.R.

submitted to Sub-Divisional Magistrate

for taking order of land revenue

reduction order and preparation of the

form No.6 (Order of form No.6)

submitted to Circle, Talathi to prepare

the 7/12 extracts in the name of

acquiring Authority i.e. Director

General, MORT & H, New Delhi for all

villages coming in the length.

Item includes following activities :-

Km.

30760.00

i] Consulting all T.I.L.R. offices (Taluka

Investigation and Land Record Office.)

ii] Consulting Competent Authorities

office at District Level.

iii] Total length covered.

iv] Villages included.

v] Office of Sub-Divisional Magistrate

@ City Survey Office.

vi] Circle office and Talathi Office for

all villages.

vii] Period for completion of this

process – Six Month


Sr.

No.


For the year

2010-2011

1 2 3 4

3]

Scanning and digitizing the surveying

R-14 plane table on AutoCAD 2000 &

preparing computer disc.

As directed by Engineer-in-charge.

Km.

2766.00

4] Providing ‘7’ copies of computer

printouts of plans duly bound in the

form of booklet.


Km. 4325.00

5] Providing and fixing R.C.C. M-15

boundary stones as per type design

including painting, numbering, fixing

in standard size C.C. 1:4:8 block at

every 50 mtrs. on either side of road

boundary etc. complete.


No. 372.00


GOVERNMENT OF MAHARASHTRA

PUBLIC WORKS REGION, PUNE

SURVEY SCHEDULE OF RATESSURVEY SCHEDULE OF RATESSURVEY SCHEDULE OF RATESSURVEY SCHEDULE OF RATES

FOR THE YEARFOR THE YEARFOR THE YEARFOR THE YEAR

2020202010101010----2020202011111111

Sr. No. Unit Rate for 2010-2011& Item DESCRIPTION OF ITEMS ( In Rs.)Code Completed Labour

Bd - A : EXCAVATION

1

Bd-A 1

2

Bd-A 1A

3

Bd-A 2

4

Bd-A 2 A

Excavation for foundation in earth, soil of all types,

sand, gravel and soft murum, including removing the

excavated material up to a distance of 50 m. beyond the

building area & stacking and spreading as directed,

dewatering, preparing the bed for the foundation and

necessary back filling, ramming, watering including shoring

and strutting etc. complete. (Lift Upto1.5 M.)

Spec. No.: Bd A.1 Page No. 259

Excavation for foundation in earth, soil of all types,

sand, gravel and soft murum, including removing the

excavated material upto a distance of 50 m. beyond the

building area & stacking and spreading as directed

dewatering, preparing the bed for the foundation and

necessary back filling, ramming, watering including shoring

and strutting etc. complete ( Lift Upto 1.5 m to 3.0 m)

Spec. No. : Bd A. 1 Page No. 259

Excavation for foundation in hard murum including

removing the excavated material up to a distance of 50

m. beyond the building area & stacking and spreading as

directed, dewatering, preparing the bed for the foundation

and necessary back filling ramming, watering including

shoring and strutting etc. complete. ( Lift Upto 1.5 m.)

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

Excavation for foundation in Hard murum including

removing the excavated material up to a distance of 50

m. beyond the building area & stacking and spreading as

directed, dewatering, preparing the bed for the foundation

and necessary back filling, ramming, watering including

shoring and strutting etc. complete.

(Lift from 1.5 to 3.0 m.)

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

CU.M.

CU.M.

CU.M.

CU.M.

7

90.00 90.00

96.00 96.00

102.00 102.00

110.00 110.00


8

5

Bd-A 3

6

Bd-A 3A

7

Bd-A 4

8

Bd-A 4 A

Excavation for foundation in hard murum and boulders

including removing the excavated material up to a distance

50 meters beyond the building area and stacking and

spreading as directed dewatering preparing the bed for

the foundation and necessary back filling, ramming,

watering including shoring the strutting etc. complete

( Lift upto 1.5 m.)

Spec. No.: Bd A 3 Page No. 259

Excavation for foundation in hard murum and boulders

including removing the excavated material up to a distance

50 meters, beyond the building area and stacking and

spreading as directed dewatering preparing the bed for

the foundation and necessary back filling, ramming,

watering, including shoring and strutting etc. complete .

( Lift from 1.5 m. to 3.0 m.)

Spec. No.: Bd A 3 Page No. 259

Excavation for foundation in soft rock and old cement

and lime masonary foundations including removing the

excavated materials up to a distance 50 meters, beyond

the building area and stacking as directed including

dewatering preparing the bed for the foundation and

necessary back filling, with available earth murum, ramming,

watering including shoring and strutting etc. complete. (Lift

upto 1.5 m)

Spec. No.: Bd A. 4 Page No. 259

Excavation for foundation in soft rock and old cement

and lime masonary foundations including removing the

excavated material up to a distance 50 meters, beyond

the building area and stacking as directed including

dewatering preparing the bed for the foundation and

necessary back filling with available earth murum, ramming,

watering including shoring and strutting etc. complete.

(Lift from 1.5 m to 3.o m)

Spec. No.: Bd A. 4 Page No. 259

Cu.M.

Cu.M.

Cu.M.

Cu.M.

115.00 115.00

120.00 120.00

250.00 250.00

265.00 265.00


9

Bd-A 5

10

Bd-A 5A

10 A

Bd-A 5 B1

11

Bd-A 6

Excavation for foundation in hard rock by blasting

including trimming and levelling the bed by chiselling where

necessary and removing the excavated material and

stacking it in measurable heaps within a distance of 50

meters from the building area including dewatering and

back filling with available earth murum, watering ramming

completed. ( Lift upto 1.5m)


Excavation for foundation in hard rock by blasting

including trimming and levelling the bed by chiselling where

necessary and removing the excavated material and

stacking it in measurable heaps within a distance of 50

meters from the building area and including dewatering

and back filling with available earth murum watering,

ramming completed. ( Lift from 1.5 to 3.0 m)

Spec. No.: Bd. 1.5 Page No. 259

Excavation for foundation in hard rock by controlled

blasting including trimming and levelling the bed by

chiselling where necessary and removing the excavated

material and stacking it in measurable heaps within a

distance of 50 meters from the building area including

dewatering and back filling with available earth soil murum

watering, ramming etc. completed ( Lift upto 1.5 m)


Excavation for foundation in hard rock by chiselling

wedging, line drilling etc. including trimming and levelling

the bed, removing the excavated material upto a distance

of 50 meters beyond the building area stacking as directed

dewatering and back filling with available earth / murum

ramming, watering completed (lift upto 1.5 m)


Cu.M.

Cu.M.

Cu.M.

Cu.M.

455.00 216.00

504.00 222.00

580.00 378.00

630.00 600.00

9


10

12

Bd-A 7

13

Bd-A 10

14

Bd-A 11

15

Bd-A 12

16

Bd-A 13

17

Bd-A 14

Excavation for foundation in laterite rock (soft or hard)

including trimming and levelling the bed for the foundation,

removing the excavated material upto a distance of 50 meters

beyond the building area stacking as directed, dewatering

and back filling with available murum ramming, watering

complete. ( Lift upto 1.5 m)


Filling in plinth and floors with approved excavated

materials in 15 cm to 20 cm layers including watering and

compaction complete.

Spec. No.: Bd. A 10 Page No. 262

Filling in plinth and floors with contractor’s soil, sand

or murum in 15 cm to 20 cm layers including watering and

compaction complete.


Providing dry/trap/granite/quartzite/gneiss rubble

stone soiling 15 cm to 20 cm, thick including hand packing

and compacting complete.


Providing and filling in the foundation with sand of

approved quality including watering, compaction complete.


Providing soling using 80 mm size trap metal in 15 cm.

layer including filling voids with sand / grit ramming, watering

complete.

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

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

385.00 216.00

38.00 38.00

225.00 50.00

450.00 95.00

550.00 95.00

475.00 95.00


13

1

Bd-E 1c

2

Bd-E 1d

3

Bd-E 2Aa

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, formwork, compacting

and curing complete.

Spec. No.: Bd. E. 1 Page No. 287

a) with natural sand

b) with natural sand and crushed sand 50%each

Providing and laying in situ, cement concrete in 1:5:10

of trap/granite/quartzite/gneiss metal for foundation and

bedding including bailing out water, formwork, compacting


Spec. No.: Bd. E. 1 Page No. 287



Providing and casting in situ cement concrete ___ of

trap/granite/quartzite/gneiss metal for steps including

centering, formwork, compacting, roughening them if special

finish is to be provided and curing and finishing if required

complete.

Spec. No.: Bd. E.2 Page No. 288 & B-7, Page No. 38

i) M-15



ii) M-20

a) with sand


Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

2,125.00 492.00

2,165.00 492.00

1,925.00 492.00

1,965.00 492.00

3,439.00 492.00

3,475.00 492.00

3,720.00 492.00

3,763.00 492.00

Bd - E : PLAIN CEMENT CONCRETE


14

4Bd-E 2Ab

5Bd-E 4a

6Bd-E 4b

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for steps includingcentering, formwork, compacting, roughening them if specialfinish is to be provided and curing and finishing if requiredcomplete.Spec. No. Bd. E. 2 Page No. 288

i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite gneiss metal for bed blocks,foundation blocks and such other items including bailingout water formwork, compacting, roughening them if specialfinish is to be provided and curing and finishing if requiredcomplete.Spec. No. Bd. E 4 Page No. 289 and B-7 Page No. 38

i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/ granite/ gneiss metal for bed blocks, foundationblocks and such other items including bailing out waterformwork, compacting, roughening them if special finishis to be provided and curing and finishing if required complete.Spec. No. Bd. E 4 Page No. 289

i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50%eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50%each

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

3,389.00 492.003,425.00 492.00

3,670.00 492.003,713.00 492.00

3,329.00 492.003,398.00 492.00

3,650.00 492.003,686.00 492.00

3,279.00 492.003,348.00 492.00

3,600.00 492.003,636.00 492.00


15

7Bd-E 9a

8Bd-E 9b

Providing and casting in situ cement concrete M-20 oftrap/granite/quartzite/gneiss metal for arches includingskew backs as per detailed drawing or as directed insuperstructure including centering, form work, compacting,finishing with minimum thickness of 1:3 cement plasterto give a smooth and even surface or roughening them ifspecial finish is to be provided and curing complete.Spec. No.: Bd-E-7, Page No. 291 and B-7, Page No. 38

a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete 1:1 1/2:3of trap/granite/quartzite / gneiss metal for arches includingskew backs as per detailed drawing or as directed insuperstructure including centering, form work, compacting,finishing with minimum thickness of 1:3 cement plasterto give a smooth and even surface or roughening them ifspecial finish is to be provided and curing complete.Spec. No.: Bd-E-7, Page No. 291

a) with natural sandb) with natural sand and crushed sand 50% each

Note :- Only control concrete items are to be used.

Cu.M.Cu.M.

Cu.M.Cu.M.

3,650.00 492.003,686.00 492.00

3,600.00 492.003,636.00 492.00


17

1

Bd-F 1c

2

Bd-F 1 d

3

Bd-F 3a

Providing and casting in situ cement concrete ___ of

trap/granite/quartzite/gneiss metal for R.C.C. pile capsas per detailed design and drawings including bailing out

water, centering, formwork, compacting and curing

(Excluding reinforcement) complete.

Spec. No.: Bd. F 1 page No. 297 and B. 7 Page No. 38

i) M-15


b) with natural sand and crushed sand 50% each

ii) M-20



Providing and casting in situ cement concrete___ of trap/granite./quartzite/gneiss metal for R.C.C. pilecaps as per detailed design and drawings including bailing

out water, centering, formwork, compacting and curing

complete. ( Excluding reinforcement)

Spec. No.: Bd. F 1 Page No. 297

i) 1:2:4ii) 1:1 1/2:3

Providing and laying in situ cement concrete ___ of

trap/granite/quartzite/gneiss metal for R.C.C. work in

foundations like raft, strip, foundations, grillage and

footings of R.C.C. columns and steel stanchions etc.

including bailing out water, formwork, compaction, curing

and roughening the surface if special finish is to be provided

( Excluding reinforcement & structural steel ) complete.

Spec. No.: Bd. F 3 page No. 298 and B-7, Page No. 38

i) M-15



ii) M-20



.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

3,180.00 529.003,216.00 529.00

3,445.00 529.003,481.00 529.00

Deleted

Deleted

3,030,00 529.00

3,065.00 529.00

3,295.00 529.00

3,331.00 529.00

Bd - F : REINFORCED CEMENT CONCRETE


18

4Bd-F 3b

5Bd-F 5a

6Bd-F 5b

Providing and laying in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. work infoundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchions etc.including bailing out water, formwork, compaction and curingand roughening the surface if special finish is to be provided( Excluding reinforcement & structural steel) complete.Spec. No.: Bd. F. 3 Page No. 298a) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachb) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. columns asper detailed designs and drawing or as directed includingcentering, formwork, compacting and roughening the surfaceif special finish is to be provided and curing complete.(Excluding reinforcement.)Spec. No.: Bd. F. 5 Page No. 300 and B-7, Page No. 38i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. columns asper detailed designs and drawing or as directed includingcentering, formwork, compacting and roughening the surfaceif special finish is to be provided and curing complete.(Excluding reinforcement).Spec. No.: Bd. F. 5 Page No. 300i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

2,980.00 529.003,016.00 529.00

3,245.00 529.003,281.00 529.00

4,180.00 825.004,215.00 825.00

4,430.00 825.004,465.00 825.00

4,130.00 825.004,165.00 825.00

4,380.00 825.004,415.00 825.00


19

7Bd-F 5c

8

9

10Bd-F 6e

Providing and casting in situ cement concrete M-25 oftrap/granite/quartzite/gneiss metal for R.C.C. columns asper detailed designs and drawings or as directed includingcentering, formwork, compacting and roughening if specialfinish is to be provided and curing complete. (ExcludingreinforcementSpec. No. : bd.F.5. Page No. 300 and B-7, Page No. 38a) with natural sandb) with natural sand and crushed sand 50% each

Providing & casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintelsas per detailed designs and drawings or as directed includingcentering, form work, compaction & roughening the surfaceif special finish is to be provided & curing complete.(Excluding reinforcement),Spec. No. Bd. F.6 Page No. 300 and B-7, Page No. 38i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing & casting in situ cement concrete ___ of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintelsas per detailed designs & drawings or as directed includingcentering, form work, compaction & roughening the surfaceif special finish is to be provided & curing complete.(Excluding reinforcement).Spec. No. : Bd.F.6Page No.300i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing & casting in situ cement concrete M-25 oftrap/granite/quartzite/gneiss metal for R.C.C. beams andlintels as per detailed desings and drawings or as directedincluding centering form work, compaction and rougheningthe surface if special finish is to be provided and curingcomplete. ( Excluding reinforcement)Spec. No. Bd.F.6 Page No. 300 and B-7, Page No. 38a) with natural sandb) with natural sand and crushed sand 50% each

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

4,900.00 825.004,935.00 825.00

4,220.00 933.004,255.00 933.00

4,475.00 933.004,510.00 933.00

4,170.00 933.004,205.00 933.00

4,425.00 933.004,460.00 933.00

4,945.00 933.004,990.00 933.00


20

11Bd-F 8c

12Bd-F 8d

13Bd-F 9c

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. slabs andlandings canopy, waist slab with steps as per detaileddesigns and drawings including centering, formwork,compacting and roughening the surface if special finish isto be provided and curing complete.(Excluding reinforcement).Spec. No.: Bd. F. 8 Page No. 302 and B-7, Page No. 38i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. slabs andlandings canopy, waist slab with steps as per detailed designsand drawings including centering, formwork, compacting androughening the surface if special finish is to be providedand curing complete.(Excluding reinforcement).Spec. No.: Bd. F. 8 Page No. 302i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing & Casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. chajja asper detailed design & drawings including centering,formwork, compacting & roughening the surface if specialfinish is to be provided & curing complete. (Excludingreinforcement)Spec. No.: Bd. F. 9 Page No. 303 and B-7, Page No. 38i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Cu.M.Cu.M.

Cu.M.Cu.M

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

4,675.00 1,020.004,710.00 1,020.00

4,955.00 1,020.004,990.00 1,020.00

4,625.00 1,020.004,660.00 1,020.00

4,905.00 1,020.004,940.00 1,020.00

4,775.00 1,020.004,810.00 1,020.00

5,055.00 1,020.005,090.00 1,020.00


21

14Bd-F 9d

15Bd-F 11 c

16Bd-F 11 d

Providing & casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. chajja asper detailed design & drawings including centering, formwork, compacting & roughening the surface if special finishis to be provided & curing complete. (Excludingreinforcement).Spec. No.: Bd F. 9 Page No. 303i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. pardi 75 mmthick, fins including centering, formwork, compacting androughening them if special finish is to be provided andcuring complete. ( Excluding reinforcement).Spec. No.: Bd. F.11 page No. 304 and B-7, Page No. 38i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete___ of trap/granite/quartzite/gneiss metal for R.C.C. pardi75 mm thick, fins including centering, formwork, compactingand roughening them surface if special finish is to beprovided and curing complete.( Excluding reinforcement).Spec. No.: Bd. F. 11 Page No. 304.i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

4,725.00 1020.004,760.00 1020.00

5,005.00 1020.005,040.00 1020.00

4,960.00 1300.004,995.00 1300.00

5,215.00 1300.005,250.00 1300.00

4,910.00 1300.004,945.00 1300.00

5,165.00 1300.005,200.00 1300.00


22

17Bd F12A

18Bd F12B

19Bd-F 17

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. coping to plinthor parapet and sill of doors and windows moulded asper detailed drawings or chamfered as approved by theEngineer including centering, formwork, compacting androughening the surface if special finish is to be providedand curing complete. (Excluding reinforcement).Spec. No.: Bd. P.12 Page No. 304 & B-7, Page 38)i) M-15a) with natural sandb) with natural sand and crushed sand 50% eachii) M-20a) with natural sandb) with natural sand and crushed sand 50% each

Providing and casting in situ cement concrete ___ oftrap/granite/quartzite/gneiss metal for R.C.C. coping to plinthor parapet and sill of doors and windows moulded asper detailed drawings or chamfered as approved by theEngineer including centering, formwork, compacting androughening the surface if special finish is to be providedand curing complete. (Excluding reinforcement).Spec. No.: Bd. P.12 Page No. 304i) 1:2:4a) with natural sandb) with natural sand and crushed sand 50% eachii) 1:1 1/2:3a) with natural sandb) with natural sand and crushed sand 50% each

Providing and fixing in position mild steel barreinforcement of various diameters for R.C.C. pile caps,footings, foundations, slabs, beams, columns, canopies,staircase newels, chajjas, lintels, pardis, copings, fins,arches etc. as per detailed desings, drawings and schedulesincluding cutting, bending, hooking the bars, binding withwires or tack welding and supporting as required complete.Spec. No.: Bd. F. 17, Page No. 306

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

M.T.

3,170.00 680.003,210.00 680.00

3,420.00 680.003,460.00 680.00

3,120.00 680.003,160.00 680.00

3,370.00 680.003,410.00 680.00

46,320.00 3,181.00


23

20Bd-F 17

20 A

20 B

21

Bd-F 19

22

Bd-F 25a

Providing and fixing in position HYSD bar reinforcementof various diameters for R.C.C. pile caps, footings,foundations, slabs, beams, columns, canopies, staircase,newels, chajjas, lintels, pardis, copings, fins, archesetc. as per detailed desings, drawings and schedules includingcutting, bending, hooking the bars, binding with wires ortack welding and supporting as required complete.Spec. No. : Bd.F.17, Page No. 306

-- do -- TMT - FE - 415

-- do -- TMT - FE - 500

Note :-

i) Prior approval of S.E. will be necessary for I.No. 20B.

ii) Steel to be used should be procured from authorisedAgents of main producers for Item No. 19 and 20.

Providing and fixing in position after hoisting, precast

1:2 cement mortar reinforcement Jali 50 mm thick of

approved design cement mortar 1:3 and curing complete

( including 6 mm diameter mild steel bar reinforcement).

Spec. No. : Bd. F. 19 Page No. 307

Providing and Casting in situ cement concrete M-20

of trap/granite/quartzite/gneiss metal for encasing steel

stanchions as per detailed designs and drawings or as

directed including centering, formwork, compacting,

roughening them if special finish is to be provided and

curing complete. ( Excluding structural steel work in

stanchion and reinforcement).

( Cement 6.90 bags/cu.m.)

Spec. No. : Bd.F. 25 Page No. 309 and B-7, Page No. 38

M.T.

M.T.

M.T.

Sq.M.

Cu.M.

46,909.00 3,181.00

Deleted

48,315.00 3,181.00

465.00 45.20

4,125.00 790.00


24

23

Bd-F 25b

24

Bd-F 26 a

25

Bd-F 26b

26

Bd-F 38

27

Bd-F 39

Providing and Casting in situ Cement concrete

1:11/2: 3 of trap/granite/quartzite/gneiss metal for encasing

steel stanchions as per detailed designs and drawings

or as directed including centering, formwork, compacting,

roughening them if special finish is to be Provided and

curing complete. (Excluding structural steel work in

stanchion and reinforcement).

Spec. No. : Bd.F.25 Page No. 309

Provided and Casting in situ Cement concrete M-20 of

trap/granite/quartzite/gneiss metal for encasing steel

beams as per detailed designs and drawings or as directed

including centering, formwork, compacting, roughening them

if special finish is to be provided and curing complete.

(Excluding structural steel and steel reinforcement).

Spec. No. Bd. F.26 Page No. 310 and B-7, Page No. 38

Providing and casting in situ Cement concrete

1:11/2:3 of trap/granite/quartzite/gneiss metal for encasing

steel beams a per detailed designs and drawings or as

directed including centering, formwork, Compacting,

roughening them if special finish is to be provided and

curing complete.

(Excluding structural steel and steel reinforcement).

Spec. No. : Bd. F. 26 Page No. 310

Providing single under reamed piles 20 cm. diameter

of M-20 C.C. including boring under reaming in all sorts

of soils, filling the bulb and stem with C.C. mix and

reinforcement as per detailed specifications and drawing

etc. complete.

Spec. : As directed by Engineer in charge.

Providing single under reamed piles 25 cm. to 30 cm.

diameter of M.20 C.C. including boring, under reaming in

all sorts of soils, filling the bulb & stem with c.c. mix &

reinforcement as per detailed drawing & specification

complete.

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

Cu.M.

Cu.M.

Cu.M.

R.M.

R.M.

Deleted

4,170.00 830.00

Deleted

655.00 45.00

945.00 70.00


25

28

Bd-F 39 A

29

Bd-F 41

30

Bd-F 44

31

Bd-F

Providing Double under reamed pile 25 cm to 30 cm.

diameter of M-20 C.C. including boring under reaming in

all sorts of soils, filling the bulb & stem with C.C. mix &

reinforcement as per detailed drawing & specification

complete.

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

Providing and casting in situ C.C. ___ of trap metal

for RCC rectangular grid beam with slab as per detailed

design and drawing or as directed including dewatering if

necessary, centering, formwork, compacting, finishing the

form 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 complete

( Excluding reinforcement).

Spec. No.: Bd-F-6, Page No. 300 and BdF-8, Page No.

302 & B. 7 Page No. 38

Note - Please refer general Note Sr.No. 0.19

i) M-15a) with natural sand


ii) M-20



Guniting surface such as ceiling, sides etc. with cement

mortar 1:3 proportion 50 mm thick under pressure of 2.1

kg. to 2.8 kg. per Sq.m. including necessary welded mesh

of size 75 mm x 75 mm specified guage as reinforcement

forms with cement floating curing and scaffolding, providing

weep holes as directed complete.


Providing and fixing Plastic Cover Blocks of required size

at 1.5 metre C/C near the edge of each side and at center

when the width is more than 75 cm to reinforcement to

give a clear cover of 40 mm.to 65 mm. from all sides in

R.C.C. columns complete.

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

R.M.

Cu.M.Cu.M.

Cu.M.

Cu.M.

Sq.M.

Cu.M. of

concrete

quantity

1,235.00 85.00

5,020.00 1,120.00

5,060.00 1,120.00

5,305.00 1,120.00

5,345.00 1,120.00

955.00 355.00

14.00 4.00


26

32Bd-F

33Bd-F

34Bd-F

35Bd-F

Providing and fixing Plastic Cover Blocks of required sizeat 27 Nos. in per 10 sq.m. to reinforcement to give a clearcover of 15mm in RCC. Slab complete.Spec.No. : As directed by Engineer in charge.

Providing and placing in position Plastic Cover Blocks ofrequired size at 90 cm.c/c to each main bottom bars & tostamping at sides to give required clear cover from allsides in RCC Beams complete.Spec.No. : As directed by Engineer in charge.

Providing and erecting steel centering with contractor'smaterial of standard steel adjustable props and standardsteel truss/joints, centering plates for bottom of slab andsteel plates for bottom of beam etc. of the adequate strengthproperly braced for obtaining adequate rigidity to withstandall loads coming on it including permanent and temporaryfixtures and fastening etc. complete for the R.C.C. memberslike beams and slab, including its removal after the specifiedperiod stacking, making good damper part, its replacementbefore its next use with all leads and lifts (All centeringmaterials shall be provided by the contractor)

i) For R.C.C. slab

ii) For R.C.C. beams

Providing and fixing fan hook box of 2mm thick M.S. sheetrectangular size 180 x 100 mm with required depth withholes or notches as required, bottom and top sides of 1.6mm M.S. sheet fixed with 3.5 mm dia round headed screwstogether with 12mm dia. M.S. bar bent to shape with hookedends for fan hook and painting to exposed surface.Spec. No.: As directed by Engineer-in-charge.

Cu.M. ofconcretequantity

Cu.M. ofconcretequantity

Sq.M.

R.M.

No.

5.00 0.75

`

21.00 2.75

98.00 32.00

102.00 34.00

175.00 8.00


1Bd-G 1

2Bd-G 2

3Bd-G 3

4Bd-G 5

5

Bd-G 7

6

Bd-G 8

Providing second class Burnt Brick masonry withconventional/I.S. type bricks in cement mortar 1:6 infoundations and plinth of inner walls/in plinth external wallsincluding bailing out water, striking joints on unexposed faces,racking out joints on exposed faces and watering, Complete.Spec. No.: Bd.G.1 Page No. 313

Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in plinth includingbailing out water, striking joints on unexposed faces, pointingwith cement mortar 1:3 on exposed faces and wateringComplete.Spec.No.: Bd.G.2 Page No. 313

Providing second class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:6 inplinth as backing in composite masonry including bailingout water, striking joints, racking out joints and wateringComplete.Spec. No.: Bd.G.3 Page No. 314

Providing second class Burnt Brick masonry withconventional/ I.S. type bricks in cement mortar 1:6 insuperstructure including striking joints, raking out joints,watering and scaffolding Comp.Spec. No.: Bd.G. 5 Page No. 315

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 at every third course, properly bend

and bonded at ends scaffolding, racking out joints and watering

complete.

Spec. No.: Bd.G.7 Page No. 316

Providing Burnt Brick-on-edge masonry with second class

bricks of conventional type bricks in cement mortar 1:3

including mild steel longitudinal reinforcement of 2 bars of 6

mm diameter / one strips of hoop iron 25 mm x 1.6 mm

placed at every third course properly bent and bonded at

ends scaffolding, racking out joints and watering complete.

Spec. No.: Bd.G. 8 Page No. 317

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Sq.M.

Sq.M.

2,580.00 372.00

2,700.00 390.00

2,520.00 366.00

2,616.00 450.00

402.00 68.00

390.00 67.00

27

Bd - G : BRICK WORK


7Bd-G 9 (A)

8Bd-G 9 (B)

9Bd-G 10 (A)

10Bd-G 10 (B)

11Bd-G

12Bd-G

13Bd-G

Providing first class Burnt Brick Masonry with conventional/ I.S. type bricks in cement mortar 1:4 including scaffolding,racking joints pointing in c.m. 1:3 and watering in pillarsof rectangular or square shape as shown on the drawingor as directed complete.Spec. No.: Bd.G. 9 (a) Page No. 317

Providing first class Brick masonry with conventional /I.S. type bricks in cement mortar 1:4 including scaffolding,racking out joints pointing in c.m. 1:3 and watering inpillars of curved shapes, as shown on the drawing or asdirected complete.Spec. No.: Bd. G. 9 (b) Page No. 317

Providing second class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:4 includingscaffolding racking joints and watering in pillar of rectangularshapes as shown on the drawings or as directed complete.Spec. No.: Bd.G.10 (a) Page. No. 318

Providing second class Burnt Brick masonry withconventional / I.S. type bricks in cement mortar 1:4 includingscaffolding, racking out joints and watering in pillar of curvedshapes as shown in the drawing or as directed complete.Spec. No.: Bd. G. 10 (b) Page No. 318

Providing brick masonry with wire cut type brick ofconventional size in cement mortar 1:6 in super structureincluding racking out joints, striking joints where plasteringis to be done watering and scaffolding complete.Spec. No.: As directed by Engineer in charge.

Providing brick masonry with wire cut type brick ofconventional size in cement mortar 1:4 in half brick thickwall including mild steel longitudinal reinforcement of 2 barsand 6 milimeter / 2 hope iron strips 25 mm x 1.6 mm atevery third course properly bend and bounded at ends,scaffolding, racking out joints and watering etc. complete.Spec. No.: As directed by Engineer in charge.

NEW ITEMS

Providing fly ash brick masonry with conventional / IStype fly ash brick in cement mortar 1:6 including strikingjoints, racking out joints watering and scaffolding complete.Spec. No.: As directed by Engineer in charge and Bd-G-2 & 5a) for foundation & plinthb) for superstructure

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Sq.M.

Cu.M.Cu.M.

3,300.00 585.00

3,318.00 585.00

2,880.00 486.00

2,898.00 486.00

3,063.00 585.00

408.00 78.00

3,351.00 380.003,532.00 450.00

28


29

1Bd-H 1

2Bd-H 2

3Bd-H 3

4Bd-H 4

5Bd-H 5

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar 1:6 in foundationand plinth of inner walls/in plinth of external wallsincluding bailing out water, striking joints on un exposedfaces and watering complete.Spec. No.: Bd.H. 1 Page No. 329

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar 1:5 in basementsincluding scaffolding, bailing out water, racking out jointswhen plastering is to be done striking joints where no pointingor plastering is to be done and watering complete.Spec. No.: Bd.H.2 Page No. 329

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stone in cement mortar 1:3 in basementwith patent water proofing compound added to it at rate of 1kg. per bag of cement including bailing out water, scaffoldingracking out joints when plastering is to be done and wateringcomplete.Spec. No.: Bd.H.3 Page No. 331

Providing uncoursed rubble masonry of trap/granite/quartzite/gneiss stones in cement mortar 1:6 insuperstructure including raking out joints when plasteringis to be done / strking joints when no plastering is to bedone watering scffolding complete.Spec. No.: Bd.H.4 Page No. 331

Providing random rubble masonry second sort of trap/granite/quartzite/gneiss stone in cement mortar 1:6 in plinthincluding bailing out water, striking joints on unexposed faces.(Excluding pointing ) complete.Spec. No.: Bd.H.5 Page No. 331

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

1,648.00 506.00

1,688.00 506.00

2,100.00 520.00

1,670.00 506.00

1,740.00 550.00

Bd - H : STONE MASONRY


30

6Bd-H 6

7Bd-H 7

8Bd-H 8

9Bd-H 11

10Bd-H 12

11Bd-H 13

Providing random rubble masonry 2nd sort of trap/granite/quartzite/gneiss stones in cement mortar 1:6 insuperstructure racking out joints when plastering is to bedone/striking joints when no pointing or plastering is to bedone on the inside watering scaffolding complete.Spec. No.: Bd.H.6 Page No. 332

Providing random rubble masonry 1 st sort of trap/granite/ quartzite / gneiss stones in cement mortar 1:6 inexternal walls of plinth including bailing out water, rackingout joints when pointing is to be done and striking jointsfrom in side including watering complete.Spec. No.: Bd.H.7 Page No. 332

Providing random rubble masonry first sort of trap/ granite/quartzite/ gneiss stones in cement mortar 1:6 insuperstructure including raking out joints from outside andstriking joints when no pointing or plastering is to be donefrom inside watering and scaffolding complete.Spec. No.: Bd.H.8 Page No. 332

Providing coursed rubble masonry 2nd sort of trap/granite/ quartzite/ gneiss stones in C.M. 1:6 in externalwalls of plinth including, bailing out water, striking jointsinside and racking out joints from outside and wateringcomplete.Spec. No.: Bd.H.11 Page No. 333

Providing coursed rubble masonry 2nd sort of trap/granite /quartzite/ gneiss stone in C.M. 1:6 in superstructureincluding racking out joints when plastering is to be doneand striking joints when no plastering is to be done on theinside, watering scaffolding complete.Spec. No.: Bd.H.12 Page No. 333

Providing coursed rubble masonry 1st sort of trap/granite/ quartzite/ gneiss stones in cement mortar 1:6in external work in plinth including bailing out water strikingjoints inside and watering complete.Spec. No.: Bd.H.13 Page No. 333

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

1,800.00 560.00

1,860.00 600.00

1,990.00 610.00

4,442.00 860.00

4,660.00 985.00

4,510.00 1,054.00


31

12Bd-H 14

13

Bd-H 22

14

Bd-H 23

15Bd-H 28

16

Bd-H 29

17

Bd-H 40

Provding coursed rubble masonry 1 st sort of trap/granite/ quartzite/ gneiss stones in C.M. 1:6 insuperstructure including racking out joints on the inside

when plastering is to be done, watering and scaffolding

complete.

Spec. No.: Bd.H.14 Page No. 333

Providing laterite stone masonry in cement mortar 1:6in foundations and plinth including bailing out water,

striking joints on the unexposed faces and watering

complete.

Spec. No.: Bd. H 22 Page No. 337

Providing laterite stone masonry in cement mortar 1:6in superstructure including racking out joints when

plastering is to be done watering and scaffolding complete.


Providing uncoursed rubble masonry backing of trap/granite/ quartzite/ gneiss stones in C.M. 1:6 in compositemasonry in plinth including dewatering, striking joints

and watering complete.

Spec. No.: Bd. H. 28 Page No. 338

Providing uncoursed rubble masonary backing of trap/

granite/ quartzite/ gneiss stones in C.M. 1:6 in compositemasonry in superstructure including racking out joints

for plastering watering and scaffolding complete.

Spec. No.: Bd. H. 29 Page No. 339

Providing coursed rubble masonry 1st sort for pillarsof trap/granite/quartzite gneiss stones in cement mortar

1:6 including pointing with cement mortar 1:3 scaffolding

and watering complete.


Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

4,740.00 1,188.00

1,770.00 506.00

1,780.00 510.00

1,545.00 450.00

1,665.00 470.00

4,750.00 1,188.00


33

1

Bd-I 1

2

Bd-I 2

3

Bd-I 3

Providing and laying masonry of I.S. Standard C.C.

hollow block 100 x 200 x 400 mm in C.M. 1:6 proportion

for superstructure including curing scaffolding and cement

painting from outside. etc.

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

Providing and laying masonry of I.S. standard C.C.

hollow block 200 x 200 x 400 mm in C.M. 1:6 proportion

for superstructure including curing scaffolding and cement

pointing from outside etc.

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

Providing and constructing masonry in precast solid

concrete Block ( Grade D-50 As per I.S. 2185, Part-1,

1974, Reframed 1987) having compresive strength 5-00

N/mm2) of size ( 300 x 200 x 150 mm) in C.M. 1:6 for

super structure including striking joins on unexposed faces

racking out joints on exposed faces, watering, curing and

scaffolding etc. complete.

Spec. : As directed by Engineer in charge.

Sq.M.

Sq.M.

Cu.M.

295.00 100.00

400.00 180.00

2,150.00 165.00

Bd - I : CEMENT CONCRETE BLOCK MASONARY


35

1Bd-J 2

2Bd-J 2A

3Bd-J 3

4Bd-J 6

5Bd-J 7

6Bd-J 10

7Bd-J 17

Providing and laying damproof course 50 mm thickin (1:2:4) cement concrete layer and bitumen / usingcement with waterproofing compound curing, formwork etc.complete.Spec. No.: Bd.J.2 Page No. 355

Providing and laying damproof course 50mm, thickof Shahabad Stone and bitumen including curingcomplete.Spec.No.:Bd.J.2 Page No. 355

Providing and applying Bitumen layer at 2 Kg. persquare metre over the terrace, structural slab includingcleaning the surface for waterproofing as directed complete.Spec. No.: Bd.J.3 Page No. 356

Providing leak proof treatment by Injection groutingmethod to old floor without removing tiles of W.C., bath,with cement sand proportion of 1:1.5 and water proofingcompound at 2 Kg/bag of cement mixed in 35 litres ofwater including drilling holes in required position groutingwith above mixed solution and ceiling etc. complete.Spec. No.: As directed by Engineer in charge.

Providing & laying water proof treatment of terraceslab with B.B. Coba in all position with an average thicknessof 112 mm consisting specialised materials as per themanufactures specifications and covering 10 yearsguarantee on court fee stamp paper including all lead, liftetc. complete.Spec. No.: As directed by Engineer in charge.

Providing water proof bedding for flooring of Bath andWC 25 mm thick in C.M. 1:3 including using 1 Kg ofwater proof compound per bag of cement including levellingcuring etc. complete.Spec. No.: As directed by Engineer in charge.

Removing the tar or coba and disposing of the materialas directed etc. complete.Spec. No.: As directed by Engineer in charge.

Note - Generally to be used for inaccessible terrace.

Sq.M.

Sq.M.

Sq.M.

Lit.

Sq.M.

Sq.M.

Sq.M.

187.00 18.00

315.00 79.00

77.00 9.00

16.45 6.00

412.00 170.00

220.00 80.00

7.30 7.30

Bd - J : WATER PROOFING


36

8Bd-J

NEW ITEM

Providing and applying water proofing treatment usingacrylic polymer modified cement based water proofingcoating mixing at the rate of powder to liquid (2:1) byweight covering 9 to 10 sqm/kg with two coat (using Dr.Fixit or alike of chemicals for masonary and concrete surfaceby brush covering 7 years guarantee on Stamp Papersetc. complete.Spec. No.: Bd.J. and as directed by Engineer in charge

Sq.M. 450.00 228.00


37

1Bd-K 1A

2Bd-K 1B

3Bd-K 1C

4Bd-K 1D

5Bd-K

6Bd-K

Providing expansion joints in R.C.C. framed structure( interior column) with plain premoulded filler 25 mm thickincluding fixing T.W. battens on both faces and finishingas directed etc. Complete.Spec. No.: Bd.K.1 Page No. 359

Providing expansion joints in R.C.C. framed structure(Exterior columns) with plain premoulded filler 25 mmthick and 3 mm thick alluminium plate, hold fast, fixingT.W. battens on internal face, finishing etc. complete asdirectedSpec. No.: Bd.K. 1 Page No.359

Providing expansion joints in R.C.C. framed structure(at floor level) with premoulded filler 25 mm thick and 3mm thick alluminium plate as required, bitumen pouredfiller and fixing T.W. battens on rear faces etc. completeas directed.Spec. No. : Bd.K.1 Page No. 359

Providing expansion joints in R.C.C. framed structure(at terrace level) with premoulded filler 25mm thick and 3mm thick alluminium plate as required, bituminous pouredfiller, fixing lead, flashing on upper side and T.W. battenson inner face finishing etc. Complete as directed.Spec. No.: Bd.K.1 Page No. 359

NEW ITEMS

Providing expansion joints in reinforced cement concreteframed structure (interior columns) with plain premouldedfiller 25 mm thick with 40 mm wide and 1 mm thickstainless steel plate, hold fast, fixing T.W. battens oninternal face finishing etc. complete as directed.Spec No.: Bd K 1 B

Providing expansion joints in R.C.C. framed structure( exterior column) with plain premoulded filler 25 mmthick with 40 mm wide and 1 mm thick stainless steelplate, hold fast, fixing T.W. battens on internal face andfinishing etc. Complete.Spec. No.: Bd.K.1 B

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

2,010.00 120.00

2,385.00 178.00

2,770.00 178.00

2,740.00 400.00

2,875.00 202.00

3,410.00 202.00

Bd - K : EXPANSION JOINTS


38

7

Bd-K

8

Bd-K

Providing expansion joints in R.C.C. framed structure

(at floor level) with plain premoulded filler 25 mm thick

with 40 mm wide and 1 mm thick stainless steel plate,

hold fast, fixing T.W. battens of internal face and finishing

etc. Complete.

Spec. No. Bd.K. 1 C

Providing expansion joints in R.C.C. framed structure

(at terrace level) with premoulded filler 25 mm thick and

40 mm wide and 1 mm thick stainless steel plate as

required, bitumen poured filler and fixing T.W. battens on

inner faces etc. complete as directed.

Spec. No. : Bd.K.1 C

Sq.M.

Sq.M.

3,945.00 202.00

3,920.00 202.00


39

1Bd-L 1

2Bd-L 1A

3Bd-L 2

4Bd-L 2A

5Bd-L 2B

6Bd-L 3

7Bd-L 4

8Bd-L 4A

Providing internal cement plaster 6 mm thick in a singlecoats in cement mortar 1:4 without neeru finish to concretesurface in all positions including scaffolding and curingcomplete.Spec. No.: Bd.L. 1 Page No. 367

Providing internal cement plaster 6 mm thick in a singlecoats in cement mortar 1:3 without neeru finish to concretesurface in all positions including scaffolding and curingcomplete.Spec. No.: Bd.L.1Page No. 367

Providing internal cement plaster 12 mm thick in a singlecoats in cement mortar 1:5 without neeru finish to concreteor brick surfaces, in all positions including scaffolding andcuring complete.Spec. No.: Bd.L.2 Page No. 368

Providing internal cement plaster 12 mm thick in a singlecoats in cement mortar 1:4 without neeru finish to concreteor brick surfaces, in all positions including scaffolding andcuring complete.Spec. No.:Bd.L.2 Page No.368

Providing internal cement plaster 12 mm thick in singlecoats in cement mortar 1:3 without neeru finish to concreteor brick surfaces, in all positions including scaffolding andcuring complete.Spec. No.: Bd.L.2 Page No. 368

Providing internal cement plaster 20 mm. thick in a singlecoats in cement mortar 1:3 without neeru finish, to stonemasonry surfaces, in all positions including scaffolding andcuring complete.Spec. No.: Bd.L.3 Page No. 368

Providing internal cement plaster 20 mm. thick in twocoats in cement mortar 1:5 without neeru finish, to concretebrick surface, in all positions including scaffolding and curingcomplete.Spec. No.: Bd.L.4 Page No. 368

Providing internal cement plaster 20mm thick in twocoats in cement mortar 1:4 without neeru finish, to concrete,brick surface, in all positions including scaffolding and curingcomplete.Spec. No.: Bd.L.4 Page No. 368

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

57.00 35.00

64.00 35.00

84.00 39.00

90.00 39.00

103.00 39.00

Deleted

140.00 58.00

145.00 58.00

Bd - L : PLASTERING AND POINTING


40

9

Bd-L 4B

10

Bd-L 5

11

Bd-L 7

12

Bd-L 8

13Bd-L 9

14Bd-L 10

Providing internal cement plaster 20 mm. thick in two

coats in cement mortar 1:3 without neeru finish, to concrete,

brick surface, in all positions including scaffolding and curing

complete.

Spec. No.: Bd.L.4 Page No. 368

Providing internal cement plaster 25 mm thick in two

coats in cement mortar 1:4 without neeru finish, to concrete,

brick or stone surfaces, in positions including scaffolding



Providing sand faced plaster externally in cement mortar

using approved screened sand in all positions including

base coat of 15 mm thick in C.M. 1:4 using waterproofing

compound at 1 Kg. per cement bag curing the same for not

less than 2 days and keeping the surface of the base coat

rough to receive the sand faced treatment of 6 to 8 mm

thick in C.M. 1:4 finishing the surface by taking out grains

and curing for fourteen days, scaffolding etc. complete.


Providing rough cast cement plaster externally in two

coats to concrete, brick or stone masonary 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 portion 1:1 1/

2:3 including scaffolding and fourteen days curing complete.


Providing rough cast cement plaster externally in twocoats with coloured cement finish to concrete/brick/stonemasonry surfaces in all positions with base coat 12 to 15mm thick in C.M. 1:4 using gray cement and rough casttreatment 12 mm thick in proportion of 1:11/2:3 using colourpigment including scaffolding and fourteen days curing etc.completed.Spec. No.: Bd.L.9 Page No. 370

Providing neeru finish to plastered surfaces in a all positionsincluding scaffolding and curing complete.(Excluding ceiling)Spec. No.: Bd.L. 10 Page No. 370

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

158.00 58.00

176.00 76.00

247.00 108.00

221.00 92.00

236.00 92.00

16.15 12.00


41

15Bd-L 10A

16Bd-L 15 A

17Bd-L 15B

18Bd-L 16

19Bd-L 17

20Bd-L 18

21Bd-L 19

22Bd-L 20

23Bd-L

24Bd-L

Providing neeru finish to plastered surfaces for ceiling.Including scaffolding curing complete.Spec. No.: Bd.L. 10, Page No. 370

Providing flush grooved pointing with cement mortar1:3 for brick work including scaffolding and curing complete.Spec. No.: Bd.L.15 Page No. 372

Providing flush grooved pointing with cement mortar 1:3for stone masonry work including scaffolding and curingcomplete.Spec. No.:Bd.L.15 Page No. 372

Providing tuck pointing with cement mortar 1:3 for stonemasonry including scaffolding and curing complete.Spec. No.: Bd.L.16 Page No. 373

Providing weathered pointing with cement mortar 1:3for stone masonry including scaffolding and curing complete.Spec. No.: Bd. L. 17 Page No. 373

Providing vee pointing with cement mortar 1:3 for stonemasonry including scaffolding and curing complete.Spec. No.: Bd. L. 18 Page No. 373

Providing flush pointing with cement mortar 1:3 for stonemasonary including scaffolding and curing complete.Spec. No.Bd.L.19. Page No. 373

Providing fine cement finish 1.5 mm thick over greenplaster surface including scaffolding curing etc. complete.Spec. No.: As directed by Engineer in charge.

Labour charges for providing groove in external plasterhaving width of 2.5 c.m. and spaced at a distance of 45c.m. etc. complete.Spec. No.: As directed by Engineer in charge.

Providing patti on plastered surface 12 mm to 15 mmthick in c.m. 1:3 line and level including neet finishingscaffolding curing etc. complete.a) 75 mmb) 100 mmc) 150 mmSpec. No.: As directed by Engineer in charge.

Sq.M.

Sq.M.

Sq.m

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

R.M.

RM.R.M.R.M.

17.25 13.00

49.00 20.00

53.00 28.00

62.00 33.00

60.00 30.00

56.00 33.00

50.00 27.00

31.00 14.00

12.00 12.00

13.00 9.0018.00 12.0026.00 17.00


42

Sq.M.

Sq.M.

Sq.M.

Sq.M.

25Bd-L

26Bd-L

27Bd-L

28Bd-L

Providing and fixing chicken mesh jali (24 gauge) atthe junction of 2 different surfaces of different materialcomponent at the time of plastering to prevent crackingin plaster surface as and where directed at all floors withall leads and lifts etc. complete.Spec. No.: As directed by Engineer in charge.

Providing and applying plaster with plaster of parisin 6 mm thickness to previously plaster surface in allposition including preparing the surface scaffolding etc.complete.Spec. No.: As directed by Engineer in charge.

Providing and applying spray plaster made with finallygraded marble and quartz in 2 mm thickness intwo coats using putty knife or trowel to newly plasterfairly even surface after minimum 30 days gap in all positionincluding finishing the surface using zero number sandpaper or fine emry paper gently level the area by movingpaper in round circles removing the dust and clean thesurface with dry cloth and scaffolding including all materialsand labour etc. complete.Spec. No.: As directed by Engineer in charge.

Providing and applying laying Aggregate plaster in granite/marble stones, as decorative finish to give granite/marble like appearance to concrete, brick or blocksurfaces in all position including preparation of surfacesmoothly, evenly by racking of joints in case of Brick orblock work including backing layer of 12 milimeter thickwith cement mortar 1:3 with 2% integral cement waterproofing compound, roughening for wall keying hardeningand drying the surface for a minimum five days gapsincluding second coat of cement lime mortar into aproportion 1:4 preparing the surface for three coat of marblefinish plaster giving a thin coat of white cement of slurrymixing one part of white cement and two parts of coursecalcite powder, applying the mortar with steel foat on thesurface in proper evenness applying at coat of white cementand lime to set a smooth finish the applying a coat ofwhite cement and lime to get a smooth finish then applyinga thin coat of slurry made of white cement and black oxidecolour in required proportion by the steel float to get blackstreaks on the surface and curing the surface for two daysincluding all materials and labour etc. complete.Spec. No.: As directed by Engineer in charge.Note : Item No.27 & 28 required preapproval ofSuperintending Engineer before executing of this items.

38.00 5.00

42.00 22.00

135.00 92.00

760.00 160.00


1

Bd-M 1

2

Bd-M 1A

3

Bd-M 1B

4

Bd-M 3

5

Bd-M 3A

Providing and laying rough Shahabad Stone Flooring

25mm to 30mm thick and of required width in Plain/diamond

pattern on a bed of 1:6 C.M. including cement float, striking

joints, pointing in cement mortar 1:3 curing and cleaning

etc. complete.

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

Providing and laying Rough Shahabad Stone Flooring

40mm to 45 mm thick & of required width in Plain/diamond

pattern on a bed of 1:6 C.M. including cement floar, striking

joints, pointing in cement mortar 1:3 curing and cleaning

etc. complete.


Providing and laying rough Shahabad Stone Florring

50 mm to 60 mm thick and of required width in Plain /

diamond pattern on a bed of 1:6 C.M. including cement

float, striking joints, pointing in cement mortar 1:3 curing

and cleaning etc. complete.


Providing and laying polished Shahabad Stone Flooring

25 mm to 30 mm thick and of required width wide in

Plain/diamond pattern on a bed of 1:6 C.M. including cement

float, filling joints with neat cement slurry, curing, polishing

and cleaning complete.

Spec. No.: Bd.M. 3 Page No. 380

Providing and laying polished Tandur Stone Flooring

25 mm to 30 mm thick required width in Plain/diamond

pattern on a bed of 1:6 C.M. including cement float, filling,

joints, with neat cement slurry, curing polishing and cleaning,

complete.

Spec. No.: Bd.M.3 Page No. 380

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

320.00 78.00

350.00 80.00

375.00 84.00

400.00 78.00

425.00 78.00

Bd - M : PAVING, FLOORING AND DADO

43


44

6Bd-M 3B

7

Bd-M 4

8

Bd-M 4A

9

Bd-M 5B

10

Bd-M 6

Providing and laying polished Kotah Stone Flooring25mm to 30mm thick in required width in Plain/diamond

pattern on a bed of 1:6 Cement mortar including cement

float, filling joints with neat cement slurry, curing, polishing



Providing and laying polished Shahabad Stone Flooring25 mm to 30 mm thick and required width in Plain/diamond

pattern with black polished caddappa stone slab forborder or any other design on a bed of 1:6 Cement mortar

or 1:11/2 lime mortar including cement float, filling joints

with neat cement slurry, curing, polishing and cleaningcomplete.


Providing and laying polished Tandur Stone Flooring25 mm to 30 mm thick and required width in Plain / diamond

pattern with black polished caddappa stone slab for borderor any other design on a bed of 1:6 C.M. or (1:11/2) lime

mortar including cement float, filling joints with neat cement

slurry, curring, polishing and cleaning complete.


Providing and fixing in required positions, skirtingor dado of polished Kotah stone slabs 12 mm thickand required width on 1:2 lime plaster / 1:4 Cement plaster

including cement float, filling joints, with cement slurry,

curring, rubbing, polishing and cleaning complete.


Providing and laying cement concrete flooring 40 mmthick with 1:11/2 :3 cement concrete laid to proper level

and slope in alternate bays, including compaction, filling

joints, marking lines to give appearance of tiles of 30 cm

x 30 cm or other size laid diagonally /square etc. finishingsmooth ( with extra cement ) in any colour as directed

and Curing complete.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

660.00 99.00

415.00 80.00

440.00 80.00

Deleted

185.00 82.00


45

11Bd-M 6A

12Bd-M 7

13Bd-M 7A

14Bd-M 12

15Bd-M 12A

Providing and laying cement concrete flooring 50 mmthick with 1:11/2 :3 cement concrete laid to proper level& slope in alternate bays including compaction, filling joints,marking lines to give the appearance of tiles of 30cm x30cm or other size laid diagonally / square etc. finishingsmooth ( with extra cement) in any colour as directed andCuring complete.Spec. No.: Bd.M.6 Page No. 381

Providing and laying cement concrete flooring 40 mmthick with 1:2:4 cement concrete laid to proper level andslope in alternate bays, including compaction, filling joints,marking lines to give appaerance of tiles, of 30cm x 30cmor other size laid diagonally / square etc. finishing smooth( with extra cement) in any colour as directed and Curingcomplete.Spec. No. : Bd.M.7 Page No. 383

Providing and laying cement concrete 50 mm thick with1:2:4 cement concrete laid to proper level and slope inalternate bays including compaction filling joints, markinglines to give appearance of tiles of 30cm x 30cm or othersize laid diagonally / square etc. finishing smooth ( withextra cement) in any colour as directed and Curing complete.Spec. No. : Bd.M.7 Page No. 383

Providing and laying white glazed tiles of 148.5mm x148.5 mm in size and 5 mm thick for flooring in requiredposition laid on bed of 1:6 C.M./(1:1 lime mortar) includingneat cement float, filling joints with neat white cementslurry, curing & cleaning complete.) Excluding all specialrequired like round edges tiles corner cups.)Spec. No.: Bd.M.12 Page No. 385

Providing and laying Coloured glazed tiles 148.5 mm x148.5 mm in size and 5 mm thick for flooring in requiredposition laid on bed of 1:1 lime mortar or 1.6 C.M. includingneat cement float, ( Excluding all specials required like roundedge tiles, corner cups etc.) filling joints with neat whitecement slurey curing and cleaning complete.Spec. No.: Bd.M.12 Page No.385

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

215.00 85.00

180..00 82.00

198.00 85.00

612.00 175.00

650.00 175.00


46

16Bd-M 12A

17Bd-M 13

18Bd-M 13 A

19Bd-M

20Bd-M 14A

Providing and laying colour / white galzed tiles 200 mmx 300 mm in size and about 5 mm thick for flooring inrequired position laid on bed of 1:1 lime mortar or 1:6 C.M.including neat cement float, ( Excluding all specials requiredlike round edge tiles, corner cups etc. ) filling joints withneat white cement slurey curing and cleaning complete.Spec. No.: Bd. M 12 Page No. 385

Providing and fixing white glazed tiles 148.5 mm x 148.5mm in size and about 5 mm thick for dado and skirtingin required positions on plaster of 1:4 cement mortar excludingall specials required like round corner tiles, angles, cupsetc. filling joints with white cement slurry, curing and cleaningcomplete.Spec. No.: Bd. M. 13 Page No. 386

Providing and fixing colour glazed tiles 148.5 mm x 148.5mm in size and about 5 mm thick for dado and skirtingin required position on plaster of 1:4 cement mortar excludingall specials required like round corner tiles, angles, cupsetc. filling joints with white cement slurry complete.Spec. No.: Bd. 13 Page No. 386

Providing and fixing colour glazed tiles 200 mm x 300mm in size and about 5 mm thick for dado and skirtingin required positions on plaster of 1:4 cement mortar excludingall specials required like round corner tiles, angles, cupsetc. filling joints with white cement slurry, curing and cleaningcomplete.Spec. No.: Bd. 13 Page No. 386

Providing and laying white cement base marble mosaictiles 25cm x 25cm of approved colour and pattern withwhite and coloured marble chips upmaximum size 6 mmfor flooring in required position set on a bed of 1:6 cementmortar 1:11/2 lime mortar including neat cement float, fillingjoints with neat coloured cement slurry, curing polishing andrubbing complete.Spec. No.: Bd.M.14 Page No. 386

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

625.00 200.00

640.00 200.00

Deleted

Deleted


Sq.M

Sq.M

Sq.M

Sq.M

Sq.M.

Deleted

Deleted

Deleted

Deleted

490.00 160.00

47

21Bd-M 15A

22Bd-M 18

23Bd-M 20

24Bd-M 21

25

Bd-M 22

Providing and fixing white cement base marble mosaictiles 25 cm x 25cm of approved colour and pattern withwhite & coloured marble chips upto a maximum size of6mm / 12mm/ 20mm for dado and skirting in requiredposition set on bed of 1:4 cement plaster including neatcement float filling joints with neat cement slurry, curing,polishing and rubbing complete.Spec. No. Bd.M. 15 Page No. 387

Providing and laying in situ marble mosaic of 10 mmthickness with white and coloured marble chips uptomaximum size of 6mm in white coloured cement in suitablepanels for flooring including 30 mm thick under layer of1:2:4 cement concrete/Indian patent stone, aluminimumstrips to form panels levelling, compaction, curing machine,polishing and cleaning Complete.Spec. No.: Bd. M.18 Page No. 387

Providing and laying in required positions flooringof tukada mosaic (broken mosaic tile pieces) of approvedcolour and pattern, set in a bed of 20 mm, 1:1 lime mortar/ 1:4 cement mortar with water proofing compound includingneat cement / coloured cement float, giving proper slopes,compaction , curing and finishing complete.Spec. No.: Bd. M.20 Page No. 389.

Providing and laying in required positions flooringof broken China mosaic ( broken pieces of china ) ofapproved coloured and pattern on a bedding of 20mm thick1:1 lime mortar / 1:4 cement mortar with water proofingcompound including neat cement float, giving proper slopes,compacting, curing and finishing complete.Spec. No.: Bd.21 Page No. 390

Providing and laying polished machine cut shahabad

Stone slabs 20 to 25 mm thick for treads and risers

of steps and staircases, with rounded nosing for the treads

on a bed of 1:4 cement mortar including cement float,

filling joints with neat cement slurry, curing polishing and

cleaning complete.

Spec. No. : Bd. 22 Page No. 390


48

26

Bd-M 22A

27

Bd-M 22B

28

Bd-M 22C

29

Bd-M 25

30

Bd-M 29

Providing and laying polished machine cut Tandur Stone

slabs 20 mm to 25 mm thick for treads and risers

of steps and staircases with rounded nosing for the treads

on a bed of 1:4 cement mortar including cement float, filling

joints with neat cement slurry, curing, polishing and cleaning

complete.

Spec. No.: Bd. M. 22 Page No. 390

Providing and laying polished machine cut Kotah Stone

slabs 20 mm to 25 mm thick for treads and risers of

steps and staircases with rounded nosing for the treads on

a bed of 1:4 cement mortar including cement float, filling

joints with neat cement slurry, curing, polishing and cleaning

complete.


Providing and laying polished Shahabad Stone slabs 40

mm to 50 mm thick for treads and risers of steps and

staircases with rounded nosing for the treads on a bed of

1:4 cement mortar including cement float, filling joints, with

neat cement slurry, curing polishing and cleaning complete.

Spec. No.: Bd. M.22 Page No. 390

Providing and laying marble mosaic tiles of approved

colour and pattern with white and coloured marble

chips upto the maximum size of 6 mm / 12 mm / 20 mm

for treads and risers of steps and staircases with nosing

for the treads moulded as per drawings or as directed, on

a bed of 1:4 cement mortar including neat cement float,

filling joints with neat coloured cement slurry to match

the colour of tile, curing, polishing and cleaning complete.


Providing sills of polished Shahabad stone 25 mm to

30 mm thick, on a bed of 1:4 cement mortar including

cement float, filling joints with slurry, curing polishing and

cleaning complete. Neat coloured cement slurry, curing

and machine polishing, cleaning complete.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

520.00 160.00

710.00 165.00

Deleted

Deleted

Deleted


49

31

Bd-M 29A

32

Bd-M 29B

33Bd-M 29C

34Bd-M 33A

35Bd-M 33A

Providing sills of polished Tandur stone 25 mm to 30

mm thick, on a bed of 1:4 cement mortar including cement

float, filling joints with slurry, curing polishing, and cleaning

complete.


Providing sills of polished Kotah stone 25 mm to

30 mm thick, on a bed of 1:4 cement mortar including

cement float, filling joints with slurry, curing polishing,



Providing sills of polished Kadappa stone 25 mm to30 mm thick, on a bed of 1:4 cement mortar includingcement float, filling joints with slurry, curing polishing,and cleaning complete.Spec. No.: Bd.M.29 Page No. 391

Providing and laying 35 mm thick precast polishedchequred cement tiles for treads of size 20cm x 30 cmand 20 mm thick plain cement tiles for risers of steps andstaircase with nosing of treads moulded as per drawingor as directed on a bed of 1:4 cement mortar, in requiredpositions including cement float filling joints with neat cementslurry, curing, polishing & cleaning complete.Spec. No.: Bd.M.33 (a) Page No. 392

Providing and laying 25 mm thick precast polishedchequred cement tiles for treads of size 20cm x 30 cmand 20 mm thick plain cement tiles for risers of steps andstaircase with nosing of treads moulded as per drawingor as directed on a bed of 1:4 cement mortar, in requiredpositions including cement float filling joints with neat cementslurry, curing, polishing & cleaning complete.Spec. No.: Bd.M.33 (a) Page No. 392

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

635.00 103.00

480.00 100.00

Deleted

Deleted


50

36Bd-M 33B

37

Bd-M 33B

38

Bd-M 33C

39

Bd-M 34

40

Bd-M 34A

Providing and laying 35 mm thick precast polishedchequred coloured cement tiles and pattern for treadsof size 20cm x 30 cm and 20 mm thick plain cement tilesfor risers of steps and staircase with nosing of treadsmoulded as per drawing or as directed on a bed of 1:4cement mortar in required position including neat cementfloat, filling joints with neat cement slurry mixed withapproved shades of pigment to match the colour of thetiles, curing and polishing complete.Spec.No. : Bd.M.33 (b) Page No. 392

Providing and laying 25 mm thick precast polished

chequred coloured cement tiles and pattern for treads

of size 20cm x 30 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 position including neat cement float, filling joints

with neat cement slurry mixed with approved shades of pigment

to match the colour of the tiles and polishing complete.

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

Providing and laying polished chequered marble

mosaic tiles of 20 to 25 mm thick and 20 cm x 30 cm

size approved colour and pattern with white and Coloured

chips upto the maximum size of 6mm / 12mm/ 20mm for

flooring and treads, in required positions set in a bed of

1:1 lime mortar / 1:4 cement mortar including neat cement

float, filling the joints with neat Coloured cement slurry,

curing, polishing and rubbing complete.

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

Extra Labour for providing chequers of approved pattern

in cast - in - situ Indian patent stone flooring and treads.


Extra Labour for providing chequers of approved pattern

in cast-in-situ Marble mosaic flooring and treads.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

Deleted

Deleted


41

Bd-M 35

42

Bd-M 35B

43

Bd-M 36

44

Bd-M 43

45

Bd-M 44

46

Bd-M 44 A

Providing 25 to 30 mm thick partitions of polished

Tandur Stone slabs of approved shapes, quality and colour

for urinals, including cutting holes of required size in the

appropriate places to receive pipes etc. fixing in cement

mortar 1:3 curing and cleaning complete.

Spec. No. Bd.M.35 Page No. 393

Providing 30 mm thick partitions of polished Black

Kadappa Stone slab of approved shapes, quality and colour

for urinals, including cutting holes of required size in the

appropriate places to receive pipes etc. fixing in cement

mortar 1:3 curing and cleaning complete.

Spec. No. Bd.M.35 Page No. 393

Providing 15 cm thick murum flooring including

watering, ramming, finishing smooth and applying two coats

of cowdung wash complete.

Spec. No. Bd. 36 Page No. 394

Providing and fixing black kadappa stone shelves, 25

mm thick machine polished, extending the polish upto

20 cm width on lower side rounding corners, laying in position

jointing with cement mortar bedding cement mortar 1:4

proportion curing etc. complete.

Spec. No. Bd. M. 29 Page No. 391

Providing and laying ceramic tiles of approved quality

30cm x 30cm x 8mm for flooring in required position

laid on a bed of 1:4 cement mortar including cement float,

filling joint with white/colour cement slurry cleaning curing

complete.

Spec. No. Bd. M. 12 Page No. 385


20cm x 20cm x 8 mm for flooring in required position

laid on a bed of 1:4 cement mortar including cement float,

filling joint with white/colour cement slurry cleaning curing

complete.

Spec. :Bd.M.12 Page No. 385

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

500.00 105.00

650.00 195.00

Deleted

51


52

47

Bd-M 45

48Bd-M 45A

49Bd-M 49

50Bd-M

51Bd-M


30cm x 30cm x 5 mm for dado and skirting in required

position with ready made adhesive mortar of approved

quality on plaster of 1:2 cement mortar including joint

filling with white / colour cement slurry cleaning curing

complete.


Providing and fixing ceramic tiles of approved quality20cm x 20cm x 5 mm for dado and skirting in requiredposition with ready made adhesive mortar of approvedquality on plaster of 1:2 cement mortar including jointfilling with white / colour cement slurry cleaning curingcomplete.Spec. No. : Bd.M. 13 Page No. 386

Providing brick-on-edge paving with 1st/IInd class I.S./conventional type burnt bricks in cement mortar 1:4 includingsand cushion, flat brick bedding, pointing with cementmortar - 1:3 and curing complete.


Providing & fixing heavy duty inter duty inter lockedconcrete paving block of 60 mm thickness of having astrength of 300 kg./Sq.mt. of approved quality and shapeon a bed of 1:6 cement mortar including cement floatstriking joints curing and cleaning etc. complete.Spec. No.: As directed by Engineer in Charge.

Providing & fixing ceramic tiles ( laser cut) of approvedquality 30 cm x 30 cm x 8 mm for floring in requiredposition laid on a bed of 1:4 cement mortar including cementfloat, filling joint with white colour cement slurrey cleaningcuring complete.

Spec. No. Bd.M. 12 Page No. 385

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

690.00 195.00

Deleted

300.00 90.00

Deleted

Deleted


53

52Bd-M

53

Bd-M

54

Bd-M

55

Bd-M

56

Bd-M

Providing and fixing ceramic tiles (laser cut) ofapproved quality 395 mm x 395 mm x 7 mm for dadoand skirting in required position with readymade adhesivemortar of approved quality on a plaster of 1:2 cementmortar including joint cement with white / colour cementslurry, cleaning, curing etc. complete.Spec. No.: Bd.M. 13 Page No. 386

Providing and fixing jointless ceramic tiles of approved

quality 600 mm x 600 mm x 7 mm for flooring in required

position laid on a bed of 1:4 cement mortar including

cemend float, filing joint with / white / colour cement slurry

cleaning curing etc. complete.

Spec. No.: Bd.M. 13 Page No. 388

Providing mirror polishing to Kota stone including using

all necessary stones and equipments, cleaning, washing,

etc. complete.

a) Flooring

b) Skirting

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

Note - Prior approval of Superintending Engineer will

be necessary to execute this item.

Providng and laying in situ cement concrete M20 with

tremix treatment for 100 mm thickness for flooring

with groove cutting of 4 mm wide and 20 mm deep with

neessary refilling with bitumen etc. complete.

Providing and laying rectified and vitrified mirror finish

decorative type tiles of any size of approved make, shade

and pattern for flooring in required position laid on a bed

of 1:4 cement mortar including neat cement float, filling

joints with cement slurry, curing and cleaning etc. complete.

a) Flooring

b) For dado and skirting

Sq.m.

Sq.M.

Sq.M.

Rmt.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

315.00 45.00

32.50 10.00

465.00 50.00

Deleted

Deleted


54

57Bd-M

58Bd-M

59Bd-M

60Bd-M

61Bd-M

Providing 25 mm to 30mm thick partition of polishedblack kadappa stone slab of approved quality includinggiving required size and shape etc. fixing in cement mortar1:3 curing and cement completeA) One side polishB) Both sides polishSpec. No.: Bd.M. 35 B/P No. 393

Providing and laying in position flooring of telephoneblack granite stone of approved shade and size 18mmto 20mm thick on bed 1:6 cement mortar including cementfloots skirting joints, pointing in C.M. 1:3 curing and cleaningetc. complete. (Excluding polishing)Spec. No.: Bd.M. 3 B

Providing and fixing machine cut machine polished18 mm to 20 mm thick telephone black granite stonefor treads and risers of steps and staircases of approvedcolour and shade with rounded moulding and three groovedline for the treads on bed of 1:4 cement mortar includingfloat filling joints with neat cement slurry curing polishingand cleaning etc. complete.Spec. No.: Bd. M.22 B

Providing and fixing machine cut mirror polished 18mm to 20 mm thick telephone black granite stonepartition with rounding the edges etc. complete.Spec. No.: Bd.M.35 Ba) Both side polishb) One side polish

Providing and preparing kitchen otta made up from 30mm thick and 75 cm. wide one side polished kadappatop 75cm high vertical support for kadappa at 1 m. c/c of25mm thick both side polished kadappa middle shelf andbottom of 20 mm thick one side polished kadappa withfacia patti of 20 x 50mm kadappa including all materiallabour cutting fixing with cement mortar and araldite curingpolished and cleaning etc. complete.Spec. No.: Bd.M.42-35 C

Sq.m.Sq.m.

Sq.M.

Sq.M.

Sq.M.Sq.M.

Sq.M.

615.00 230.00725.00 245.00

2,975.00 99.00

3,050.00 160.00

3,060.00 230.002,950.00 230.00

2,005.00 175.00

NEW ITEMS


55

62Bd-M

63Bd-M

64Bd-M

65Bd-M

Providing and fixing 1.5mm thick polyvenyle venylchloride flooring including levelling the base with whitecement including pasting with appropriate material cleaningthe surface etc. complete.Spec. No.: Bd.M. 35 C and as directed by Engineer incharge.

Providing and laying vitrified mirror/ glossy finishdecorative type tiles of size 590mm to 605mm x 590mmto 605mm of 8 to 10 mm thickness and confirming toIS.15622-2006 (Group Bla) of approved make, shade andpattern for flooring in required position laid on a bed of 1:4cement mortar including neat cement float, filling joints,curing and cleaning etc. complete.Note: (Water absorption should not be more than 0.05%)Spec. No.: Bd.M. 12 Page No. 385a) Flooringb) Skirting

Providing and laying vitrified matt finish decorative typetiles of size 590mm to 605mm x 590mm to 605mm of 8to 10mm thickness and confirming IS.15622-2006 (GroupBla) of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement mortar includingneat cement float, filling joints, curing and cleaning etc.complete.Note: (Water absorption should not be more than 0.05%)Spec. No.: Bd. M.12 Page No. 385a) Flooringb) Skirting

Providing and laying vitrified rustic matt stone finishdecorative type tiles of size 590mm to 605mm x 590mmto 605mm of 8 to 10mm thickness and confirming toIS.15622-2006 (Group Bla) of approved make, shade andpattern for flooring in required position laid on a bed of 1:4cement mortar including neat cement float, filling joints,curing and cleaning etc. complete.Note: (Water absorption should not be more than 0.05%)Spec. No.: Bd. M.12 Page No. 385a) Flooringb) Skirting

Sq.m.

Sq.M.Sq.M.

Sq.M.Sq.M.

Sq.M.Sq.M.

385.00 6.50

880.00 70.001,080.00 120.00

1,125.00 70.001,335.00 120.00

1,650.00 70.001,875.00 120.00


66Bd-M

67Bd-M

68Bd-M

69Bd-M

70Bd-M

Providing and laying vitrified stone effect finish decorativetype tiles of size 590 to 605mm x 590 to 605mm of 8 to10mm thickness and confirming to IS. 15622-2006 (GroupBIa) of approved make, shade and pattern for flooring inrequired position laid on a bed of 1:4 cement mortar includingneat cement float, filling joints, curing and cleaning etc.complete.Note: (Water absorption should not be more than 0.05%)Spec. No.: Bd. M.12 Page No. 385a) Flooringb) Skirting

Providing and fixing green marble of 18 to 20 mm thickfor door frame/dado/window boxing etc. on C.M. 1:6including filling joints with polymer base filler nosing thesharp edges wherever necessary, curing, etc. complete.Spec. No.: Bd.M. 12

Providing and fixing heavy duty inter locking concrete GrayPaving blocks of 60mm thickness of having a strengthof 300 kg/Sq.cm. of approved auqlity and shape on a bedof crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Providing and fixing heavy duty inter locking concreteColoured Paving blocks of 60mm thickness of havinga strength of 300 kg/Sq.cm. of approved quality and shapeon a bed of crushed sand of 25 to 30 mm thick includingskirting joints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Providing and fixing heavy duty inter locking concrete GrayPaving blocks of 80mm thickness of having a strengthof 300 kg/Sq.cm. of approved quality and shape on abed of crushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Sq.M.Sq.M.

Sq.m.

Sq.M.

Sq.M.

Sq.M.

1,940.00 70.002,180.00 120.00

974.00 95.00

490.00 70.00

529.00 70.00

580.00 70.00

56


71Bd-M

72Bd-M

73Bd-M

74Bd-M

75Bd-M

Providing and fixing heavy duty inter locking concreteColoured Paving blocks of 80mm thickness of havinga strength of 300 kg/Sq.cm. of approved quality and shapeon a bed of crushed sand of 25 to 30 mm thick includingskriting joints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Providing and fixing heavy duty inter locking concrete rubbermould glossy paving blocks of 80mm thickness of havinga strength of 400 kg/Sq.cm. of approved quality and shapeon a bed of crushed sand of 25 to 30 mm thick includingskirting joints and cleaning etc. complete.Spec. No.: Bd.M.

Providing and fixing heavy duty inter locked concreteColoured Paving blocks of 40mm thickness of havinga strength of 200 kg/Sq.cm. of approved quality and shapeon a bed of crushed sand of 25 to 30 mm thick includingskirting joints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Providing and fixing heavy duty inter locking concrete grayblocks of 40mm thickness of having a strength of 200kg/Sq.cm. of approved quality and shape on a bed ofcrushed sand of 25 to 30 mm thick including skirtingjoints and cleaning etc. complete.Spec. No.: As directed by Engineer in-charge.

Providing leather finished polishing to Granite Stone slabby continuous grinding in 4 coats of different bits to receiverough and matty finish including buffing process beforelaying and fixing of stone as per drawing and design, incldingcleaning, washing and finishing etc. complete.Spec. No.: As directed by Engineer in-charge.

Sq.M.

Sq.M.

Sq.m.

Sq.M.

Sq.M.

605.00 70.00

757.00 70.00

414.00 95.00

376.00 70.00

265.00 60.00

57


76Bd-M

Providing leather finished polishing to Kotah/ Marble/Shahabad/ Kadappa Stone slab by continuous grindingin 4 coats of different bits to receive rough and mattyfinish including buffing process before laying and fixingof stone as per drawing and design, inclding cleaning,washing and finishing etc. complete.Spec. No.: As directed by Engineer in-charge.

Note: Prior approval of S.E. will be necessary for itemsat Sr.No. 57 to 76 before execution.

Sq.M. 245.00 50.00

58


59

1

Bd-N 11A

2

Bd-N 11B

3

Bd-N 12A

4

Bd-N 12B

5

Bd-N 13A

6

Bd-N 13B

7

Bd-N 14A

8

Bd-N 14B

Providing and applying boiled linseed oil in one coat,

preparing the surface, scaffolding etc. complete as directed.

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

Providing and applying boiled linseed oil in two coats

to the new wood work, including knotting, preparing the

surface, scaffolding etc. complete as directed.

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

Providing and applying Wax polishing to the new wood

work, including knotting preparing the surface, scaffolding

etc. complete as directed.

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

Providing and applying Wax polishing to the old wood

work, including knotting preparing the surface, scaffolding

etc. complete as directed.


Providing and applying french polishing for required

finish on previously polished wood including knotting,

preparing the surfaces, scaffolding etc. complete as directed.


Providing and applying french polishing to new wood

work, for required finish including knotting, preparing the

surface, scaffolding etc. complete as directed


Providing and applying Varnish in one coat on

previously varnished wood work including knotting

preparing the surface, scrapping, scaffolding, etc. complete.


Providing and applyng Varnish in two coats new wood

work including knotting, preparing the surface, scaffolding

etc. Complete.

Spec.No.: Bd.N.1.4 Page No. 400

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

9.00 5.00

15.00 9.00

15.00 12.50

14.00 10.00

34.20 20.00

78.00 55.00

12.50 6.00

19.00 9.00

Bd - N : WOOD FINISH


60

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

Repolishing with french polish with required coats including

knotting preparing the surface etc. complete as directed.


Wooden bench large.

Wooden bench small.

Book shelf (Std.)

Chairs Teak Wood (Std.)

Rack Records (Std.)

Rack pegeion hole

Rack Recording (big)

Stool wooden (Std.)

Table (big)

Table ( small)

Tray wooden

Writing desk

Rolling chair (Std.)

Dinning table

Tea poy (Std.)

Teak Wood cupboard (large)

Teak Wood Cupboard ( small)

Stands with shelves

Side Board

Ward rope

Sofa set

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

97.00 ---

78.00 ---

97.00 ---

48.40 ---

62.00 ---

39.00 ---

107.00 ---

39.00 ---

126.00 ---

117.00 ---

20.00 ---

115.00 ---

97.00 ---

107.00 ---

39.00 ---

264.00 ---

117.00 ---

84.00 ---

29.00 ---

146.00 ---

97.50 ---


61

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

Show case (big)

Show case (small)

Bench without back

Central Table

Easy chair

Teak Wood Cot (single)

Teak Wood Cot (double)

Dressing Table

Fruit & meat shelf

Towel horse

Garden cane chair

Takht Wooden

Teak Wood Zoola

Chest of drawers

Letter Box

Dirty linen box

Comode

Shoe Rack

Teak Wood partition with curtain

Teak Wood box ( large )

Teak Wood box ( small )

Pelmet

Peg rail

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

146.40 ---

107.00 ---

78.00 ---

78.00 ---

78.00 ---

137.00 ---

205.00 ---

107.00 ---

78.00 ---

35.15 ---

39.00 ---

107.00 ---

97.00 ---

107.00 ---

27.60 ---

78.20 ---

43.00 ---

39.00 ---

78.00 ---

137.00 ---

97.00 ---

27.35 ---

11.70 ---


62

53

54

55

56

57

58

59

60

61

62Bd-N

Large Size Board

Small Size Board

Name Board

Photo Frame

Teak Wood stand to water

Pot

Cane sofa set

Repolishing old Purlins

Repolishing new Purlins

Providing and applying malamine polish of required

finish to the wood work by spray machine including

knotting and preparing the even surface by scraping, applying

french polishing, scaffolding if required etc. complete.


Note : The work to be executed on prior approval of

Superintending Engineer.

No.

No.

No.

No.

No.

No.

No.

No.

No.

Sq.m.

78.00 ---

49.00 ---

10.00 ---

12.00 ---

35.00 ---

20.00 ---

136.00 ---

35.00 ---

72.00 ---

525.00 247.00


63

1Bd-O 1

2Bd-O 2

3Bd-O 2A

4Bd-O 3

5Bd-O 4

6Bd-O 4A

Providing and applying two coats of lead/zinc baseoil paint / bituminous paint of approved colour andshade to new wood work and fiber boards includingpreparing the surface, knotting, scaffolding if necessary,excluding primer coat complete.Spec.No.:Bd.O. 1 Page No. 403

Providing and applying one coat of lead/zinc base oilpaint / bituminous paint of approved colour and shadeto old wood work previously painted and fiber boardsincluding if necessary scaffolding preparing the surface,excluding primer coat complete.Spec.No.:Bd.O. 2 Page No. 404

Providing and applying two coats of lead/zinc baseoil paint/bituminious paint of approved colour and shadeto old wood work and fiber boards previously paintedincluding if necessary scaffolding preparing the surface,excluding priming coat complete.Spec.No.: Bd.O. 2 Page No. 404

Providing & applying two coats of lead/zinc base oilpaint/bituminious paint of approved colour to newstructural steel work and iron work in buildingsincluding scaffolding if necessary, cleaning and preparingthe surface (excluding primer coat)Spec. No.: Bd.O. 3 Page No. 404

Providing and applying one coat of alluminium paint ofapproved make to new structural steel work in buildingand workshop includng scaffolding if necssary, cleaningand preparing surface ( excluding primer coat) complete.Spec.No.: Bd.O.4 Page No. 405

Providing and applying 2 coats of alluminium paint ofapproved make to new structural steel work in buildingsand workshops including scaffolding if necessary, cleaningand preparing the surface ( excluding primer coat ) complete.Spec.No.: Bd.O. 4. Page No. 405

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

40.00 9.00

21.00 5.00

31.00 9.50

39.30 9.50

33.15 7.35

45.95 12.95

Bd - O : OIL PAINTING


64

7Bd-O 5

8

Bd-O 6

9

Bd-O 6A

10

Bd-O 7

11

Bd-O 7A

12

Bd-O 8

Providing and applying two coats of synthetic enamelpaint of approved colour to new / old structural steelwork and wood work in building, including scaffolding ifnecessary, cleaning and preparing the surface ( excludingprimer coat) complete.Spec. No.: Bd.O. 5 Page No. 405

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 ( excluding primer

coat) complete.

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

Providing and applying 2 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 the preparing the surface ( excluding

primer coat.) complete.


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 ( excluding primer coat) complete.

Spec.No.: Bd.O. 7. Page No. 406

Providing and applying 2 coats of flat oil paint of approved

colour and shade to internal/external plastered surfaces

including scaffolding if necessary, cleaning and preparing

the surfae ( excluding primer coat) complete.


Providing and applying two coats of water proof cement

paint of approved manufacture and of approved colour

to the plastered surfaces including scaffolding if necessary

cleaning and preparing the surfaces, watering for two days

complete.

Spec.No.: Bd.O. 8 Page No. 406

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

39.90 12.90

24.20 7.50

34.00 12.90

23.10 7.50

36.30 12.90

29.00 13.45


65

13

Bd-O 8B2

14

Bd-O 8C

15

Bd-O 8D

16

Bd-O 8E

17

Bd-O 8F

Removing old paint from steel and other metal surface

and making the surfaces even with hand scrapping,

scaffolding etc. complete.

Spec. No.: As directed by Engineer in charge

Providing and applying priming coat over new wood

and wood based surfaces, including preparing the surface

by thoroughly cleaning oil, grease, dirt and other foreign

matter, sand papering and knotting, scaffolding etc.

complete.

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

Providing and applying priming coat over new/old steel

and other metal surfaces including preparing the surface

by throughly cleaning oil, grease, dirt and other foreign

matter and scoured with wire brushes, fine steel wool,

scrappers and sand paper, scaffolding etc. complete.


Providing and applying priming coat concrete/

masonary/Asbestos Cement plasterd surfaces

including scaffolding if necessary, preparing the surface

by throughly cleaning oil, grease, dirt and other foreign

matter and sand papering as required.


Providing and applying one coat of seal cement primer

of approved manufacture and shed including scaffolding

preparing the surface by cleaning dirt and other foregin

matters, scrapping if necessary including scaffolding etc.

complete.


Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

5.30 3.55

12.70 4.00

11.70 4.00

11.70 4.00

7.00 4.00


66

18

Bd-O

19

Bd-O

NEW ITEMS

Providing and applying pearl/luster finish paint of

approved colour and shade to the existing plastered surface

including scaffolding, preparing the surface, applying primer

and the acrylic wall putti etc. complete.


Providing and applying two coats of textured synthetic

paint of approved shade and quality and one coat of primer

before applying textured paint including scaffolding if

neccessary preparing surface by thoroughly cleaning oil,

grease, dirt and other materials as required, etc. complete

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

Note: Prior approval of Superintending Engineer will

be necessary for Item Nos. 18 & 19.

Sq.M

Sq.M

150.00 64.00

90.00 15.00


67

1Bd-P 1

2Bd-P 1A

3Bd-P 2

4Bd-P 2A

5Bd-P 3

6Bd-P 3A

7Bd-P 4

Providing and applying white-wash in one coat onold/new plastered or masonry surfaces and asbestoscement sheets including scaffolding and preparing thesurface by brushing & brooming down complete.Spec.No.: Bd.P. 1 Page No. 411

Providing and applying white-wash in two coats onold/new plastered or masonry surfaces and asbestoscement sheets including scaffolding and preparing thesurface by brushing & brooming down complete.Spec. No. : Bd.P. 1 Page No. 411

Providing and applying colour-wash of approved colourand shade in one coat to new surface includingscaffolding, brushing and brooming down ( excluding basecoats of white wash) etc. complete.Spec. No. : Bd.P. 2 Page No. 412

Providing and applying colour wash of approved colourand shade in two coats to new surface includingscaffolding, brushing and brooming down ( excluding basecoat of white wash) etc. complete.Spec.No.: Bd.P. 2 Page No. 412

Providing and applying colour wash of approved colourand shade in one coat to old surfaces which are to berecoloured including scaffolding, brushing and broomingdown ( excluding base coat of white wash) etc. complete.Spec.No.: Bd.P. 3 Page No. 412

Providing and applying colour wash of approved colourand shade in two coats to old surfaces which are to berecoloured including scaffolding, brushing and broomingdown ( excluding base coat of white wash) etc. complete.Spec.No.: Bd.P. 3 Page No. 412

Providing and applying washable powder distemperof approved colour and shade to old & new surfaces inone coat including scaffolding, preparing the surfaces( excluding the priming coat.) complete.Spec. No.: Bd.P.4.Page No. 413

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

2.50 1.50

4.10 2.00

3.20 1.55

6.20 3.10

2.90 1.50

5.20 3.00

7.15 1.70

Bd - P : COLOUR / WHITE WASHING, DISTEMPERING


68

8Bd-P 4A

9Bd-P 5

10Bd-P 5A

11Bd-P 6

12Bd-P 6A

13Bd-P 7A

14Bd-P 7B

Providing and applying washable powder distemperof approved colour and shade to old & new surfaces intwo coats including scaffolding, preparing the surfaces(excluding the primer coat.) complete.Spec. No. : Bd.P.4 Page No. 413

Providing and applying washable oil-bound distemperof approved colour and shade to old & new surfaces inone coat including scaffolding, preparing the surfaces( excluding the primer coat.) complete.Spec. No. : Bd. 5 Page No. 413

Providing and applying washable oil-bound distemperof approved colour and shade to old & new surfaces intwo coats including scaffolding, preparing the surfaces(excluding the primer coat.) complete.Spec. No. : Bd. P. 5 Page No. 413

Providing and applying Plastic emulsion paint ofapproved quality colour and shade to old & new surfacesin two coats including scaffolding, preparing the surfaces( excluding the primer coat.) complete.Spec. No. : Bd.P.6 Page No. 414

Providing and applying plastic emulsion paint ofapproved quality, colour and shade to old and new surfacein three coats including scaffolding, preparing the surface.(excluding primer coat) complete.Spec.No. : Bd.P.6 Page No. 414Note: The work is to be executed on pre-approval ofSuperintending Engineer.

Removing white wash or colour wash by steel wirebrushing and/or scrapping sand preparing and preparingthe wall surface smooth including necessary repairs toscratches etc. complete.Spec. : As directed by Engineer in charge.

Extra for washing and cleaning of decorated wallsurfaces with soap, soda and water.Spec. As directed by Engineer in charge.Note :- The work to be executed on pre-approval ofSuperintending Engineer for Item No. 12.

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

Sq.M

9.70 3.60

15.60 3.80

23.10 5.40

40.50 6.50

52.00 7.90

2.50 1.95

1.00 0.80


69

Sq M.

Sq M.

Cu.M

Cu.M

Cu.M

Sq M.

Cu.M

Bd - Q : WOOD WORK

1Bd-Q 1

2Bd-Q 1A

3Bd-Q 2

4Bd-Q 2A

5Bd-Q 2B

6Bd-Q 3

7Bd-Q 4

Providing and fixing Ghana teak wood planking25 mm thick for flooring plained on both sides, toungedand groved including scaffolding, if necessary, and onecoat of primer complete.Spec. No. : Bd Q 1 Page No. 419

Providing and fixing Ghana teak wood planking50 mm thick for flooring plained on both sides, toungedand groved including scaffolding, if necessary, and onecoat of primer complete.Spec. No. : Bd Q 1 Page No. 419

Providing and fixing Ghana teak wood joists and girdersin timber floors of single, double or framed type includingscaffolding, if necessary, and one coat of primer complete.Spec. No. : Bd Q 2 Page No. 420

Providing and fixing jungle (hard) wood of approvedspecies joists and girders in timber floors of single,double or framed type including scaffolding, if necessary,and one coat primer complete.Spec. No. : Bd Q 2 Page No. 420

Providing and fixing malasia/assam teak wood joists,and girders in timber floors of single, double or framedtype including scaffolding, if necessary, and one coat ofprimer complete.Spec. No. : Bd Q 2 Page No. 420

Providing and fixing Ghana teak wood plank ceiling20 mm thick tounged and groved including iron screws,scaffolding, if necessary, including one primer coat onunder side and one coat of coal tar on upper side complete.Spec. No. : Bd Q 3 Page No. 421

Providing and fixing Ghana teak wood framed collarbeam/king post/queen post truss, with all iron workincluding scaffolding, if necessary, and one coat of primercomplete.Spec. No. : Bd Q 4 Page No. 422

1,270.00 42.00

2,518.00 42.00

56,752.00 1,418.00

23,260.00 1,418.00

36,225.00 1,417.00

1,197.00 63.00

59,168.00 5,200. 00


70

8Bd-Q 4A

9Bd-Q 4B

10Bd-Q 5

11Bd-Q 5 A

12Bd-Q 5 B

13Bd-Q 6

Providing and fixing in jungle wood framed collar beam/king post/queen post truss, with all iron work includingscaffolding, if necessary and primer coat complete.Spec. No. : Bd. Q. 4 Page No. 422

Providing and fixing malasia / assam teak wood framedcoller-beam/kingpost/qeenpost truss with all iron work includingscaffolding, if necessary and one coat of primer complete.Spec. No. : Bd. Q. 4 Page No. 422

Providing and fixing Ghana teak wood common rafters,purlins and purlin cleats, hip rafters, jack rafters, ridges,wall plates, post plates and posts for roofing etc. includingscaffolding, if necessary all iron work and one coat of prmercomplete.Spec. No. : Bd. Q. 5 Page No. 423

Providing and fixing jungle wood common rafters,purlins and purlin cleats, hip rafters, jack rafters, ridges,wall plates, post plates & posts for roofing, etc. includingscaffolding, if necessary all iron work and one coat of primercomplete.Spec. No. : Bd. 5 Page No. 423

Providing and fixing malasia/assam teak wood commonrafters, purlins and purlin cleats, hip rafter jack rafters, ridges,wall plates, post plates and posts for roofing etc. includingscaffolding, if necessary, all iron work and one coat of primercomplete.Spec. No. : Bd. Q. 5 Page No. 423

Providing and fixing Ghana teak wood two way trellieswork, with battens or laths 2.5 cm x 1.2 cm and 5 cm x 5cm opening including frame of 8 cm x 5 cm vertical andhorizontal scantling and one coat of primer complete.Spec. No. : Bd.Q. 6 Page No. 424

32,600.00 5,200.00

38,270.00 7,565.00

60,375.00 4,165.00

26,181.00 4,168.00

38,840.00 4,168.00

Deleted

Cu.M

Cu.M

Cu.M

Cu.M

Cu.M

Sq M.


71

14Bd-Q 6A

15Bd-Q 8

16Bd-Q 8 B

17Bd-Q 11

18

Bd-Q 11A

Providing and fixing in jungle wood of approvedspecies two ways trellies work, with battens or laths2.5 cm x 1.2 cm and 5 cm x 5 cm opening including frameof 8 cm x 5 cm vertical and horizontal scantling and onecoat of primer complete.Spec. No. Bd.Q.6 Page No. 424

Providing and fixing Ghana teak wood hand rail of 60mm x 75 mm as per detailed drawings or as directed bythe Engineer, including french polishing, etc. complete.Spec. No.Bd. Q. Page No. 425( Note : The work to be executed on pre approval ofSuperintending Engineer)

Providing and fixing Malasia / assam teak wood handrail of 60 mm x 70 mm as per detailed drawings or asdirected by the engineer, including french polishing etc.complete.Spec. No. Bd. Q. 8 Page No. 425

Providing and fixing 20 mm thick superior veneer boardpelmet box 150 x 200 mm wide to doors or windowframes including 20 mm dia Alluminium curtain rod withsockets and finishing with french polishing ( without top )complete.Spec. No. Bd. Q. 11 Page No. 427

Providing and fixing 20 mm thick Laminated sheet

board pelmet box 150 x 200 mm wide to doors and

window frames including 20 mm dia Alluminimum curtain

rod with sockets and finishing with french polishing (with

out top) complete.

Spec. No. Bd. Q. 11 Page No. 427

Deleted

414.00 125.00

275.00 120.00

Deleted

Deleted

Sq M.

R.M.

R.Mt.

R.Mt.

R.Mt.


72

19

Bd-Q 18

20

Bd-Q 19

21

Bd-Q 19A

22

Bd-Q 20

23Bd-Q 21

24Bd-Q 21A

Providing and fixing decorative teak plywood veneer

lining 4 mm thick with backing of Ghana teak wood frame

work of battens 12 mm x 25 mm at 30 cm center to center

fixed to walls and pillars without skirting and cornice as

per drawings including necessary iron work and finishing

the exposed wood work with french polish complete.

Spec. No. : Bd. Q. 18 Page No. 431

Providing and fixing Ghana teak wood eaves boards

15 cm wide and 25 mm thick plain decorative type including

scaffolding and painting with two coats complete.


Providing and fixing seasoned and treated jungle wood

of approved species eaves board 15 cm wide and 25

mm thick plain decorative type including scaffolding and

painting with two coats complete.


Providing and fixing Ghana Teak Wood eaves plate

of size 10 cm wide and 20 mm thick inlcuding scaffolding

and painting in two coats complete


Providing and fixing country teak wood barge board22 cm wide and 20 mm thick plain type including scaffoldingand painting in two coats complete.Spec. No. Bd. Q 21 Page No. 433

Providing and fixing seasoned and treated jungle woodof approved species barge board 22 cm wide and 20mm thick plain type including scaffolding and painting intwo coats complete.Spec. No. Bd. Q. 21 Page No. 433

710.00 98.00

250.00 42.00

110.00 42.00

135.00 27.00

280.00 45.00

150.00 45.00

Sq M.

R.M.

R.M.

R.M.

R.M.

R.M.


73

25Bd-Q 26

26Bd-Q 26

27Bd-Q 27

28Bd-Q 27

29Bd-Q

30Bd-Q

Providing and fixing shutter to wall cupboard madefrom 19 mm thick Teak particle board with approvedcoloured laminated face on one side 1.5 mm thick bondedwith phenol formaldehyde synthetic resin B.W.P. gradeincluding lipping beading iron oxidised fixtures and fasteningand oil primer coat etc. complete.( Excluding cupboard frame)Spec.: As directed by Engineer in charge.

Providing and fixing shutter to wall cupboard consistingof Ghana Teak Wood. styles and Rails 25 mm thickand 75 mm wide with panel insert of 12 mm thickparticle Board with one approved coloured LaminatedFace on one side 1.5 mm thick, bonded with Phenolformaldehyde Synthetic Resin including Lipping Beading.Iron oxidised fixtures and fastening and oil primer coatetc. complete.( Excluding cupboard frame)Spec.: As directed by Engineer in charge.

Providing and fixing woodens shelf of integrated non-teak seasoned wood planks 30 cm. wide and 25 to 30mm thick with wooden brackets including all fixtures andoil painting 2 coats etc. complete.Spec. As directed by Engineer in charge.

Providing and fixing shelf of 20 mm Thick CementBonded particle Board 30 cm wide with Non-teak woodenBrackets of size 50 x 75 mm at 1 mt. c/c including allfixtures and oil painting 2 coats etc. complete.Spec. As directed by Engineer in charge.

Providing and fixing teak wood wall cupboard of( 1 m. x 1 m.) plain planked with 3 teak wood shelves 30cm wide and 25 mm thick including frame and shutters of25 mm thick T.W. planks with 12 mm thick and 75 mmwide ladges with fixtures and fastenings with 3 coats ofoil painting complete. (frame size 50 mm x 75 mm.)Spec. As directed by Engineer in charge.

Providing and fixing teak wood wall cupboard of(1m x1m) fully panelled with 3 teak wood shelves includingframe and shutters with fixtures and fastenings with 3coats of oil painting complete. ( frame size 50 x 75 mm.)Spec. As directed by Engineer in charge.

1,263.00 263.00

1,225.00 263.00

Deleted

Deleted

Deleted

Deleted

Sq M.

Sq M

Sq M.

Sq M.

Sq M.

Sq M.


74

31Bd-Q

32Bd-Q

Providing and fixing cupboards with 40 x 70 mmnon teak seasoned wood frame with 50 cm. wide nonteak seasoned wooden plank 25 mm thick for shelves0.30 m c/c and C.T.W. pannelled double shutters 25mm thick styles and rails 25 mm x 75 mm and T.W.planks 12 mm thick with beading around with ironoxidised fixtures and fastenings with 3 coats of oilpainting etc. complete.Spec. As directed by Engineer in charge.

Providing and fixing cupboards with 40 x 70 mm nonteak seasoned wood frame with 80 cm wide and planks25 mm thick for shelves with partly fly proof wire meshand partly pannelled double shutters 25 mm thick withstyles and rails 25 mm x 75 mm and T.W. planks 12 mmthick with beading around panels with alluminium fixturesand 3 coats of oil painting etc. complete.Spec. As directed by Engineer in charge.

Deleted

Deleted

Sq M.

Sq M.


75

1Bd-R 1

2Bd-R 2

3Bd-R 3

4Bd-R-5

5Bd-R 7

6Bd-R 9

Providing and fixing Mangalore tiled roofing with class“AA” tiles including securing the last course of tiles nearthe eaves with steel flat 40 mm x 3 mm and 1.22 mm wirefixing 50 mm x 25 mm horizontal teak wood battens andiron works and oiling the battens etc. complete.(excluding ridge and hip tiles.)Spec. No. : Bd. R. 1 Page No. 449

Providing and fixing Mangalore tiled roofing with class“AA” tiles including securing the last course of tiles nearthe eaves with steel flat 40 mm x 3 mm and 1.22 mm wirefixing country teak wood sloping battens of 25 x 12 mmteak wood horizontal battens of 50 mm x 25 mm over theslopping battens, all iron work and coal tarring the battenscomplete. (excluding ridge & hip tiles)Spec. No. : Bd. R. 2 Page No. 450

Providing and fixing Mangalore tile ridge and hip tilesof class “AA” including scaffolding if necessary, pointingwith coloured cement mortar and curing complete.Spec. No. : Bd. R. 3 Page No. 450

a) Providing and fixing plain zinc sheeting of 0.80mm thick ( 22 B.W.G.) over the ridge hip or valley togalvanized iron sheet roofing including all fastening and boltgalvanised iron screws and bolts and lead and bitumenwashers complete. (Weight of 6.8 kg/sq.m.)Spec. No. Bd.R.5 Page No. 453

b) Providing and fixing corrugated galvanised Ironsheets of 0.63 mm thick ( 24 B.W.G.) for roofing withoutwind tiles including fastening with galvanised/iron screw/bolts and lead /bitumen washers as per drawing complete.(Weight of 5.5 kg/sq.m.)Spec. No. Bd.R.5 Page No. 452

Providing and fixing 6.00 mm thick Asbestos CementCorrugated ( Big Size) sheet roofing including galvanisediron ‘J’ or ‘L’ hook bolts galvanised iron band bituminousG.I. washers, galvanised iron champs and bolts and nutsand scaffolding complete.Spec. No. : Bd. R. 7 Page No. 453

Providing and fixing 6 mm thick Asbestos cement Semiridge capping for roofing including galvanised iron hook,bolts, galvanised iron and bituminous washers, galvanisediron clamps, bolts and nuts including scaffolding complete.Spec. No. : Bd. R. 9 Page No. 455

450.00 55.00

474.00 42.00

100.00 42.00

619.00 63.00

555.00 63.00

295.00 63.00

220.00 63.00

Sq M.

Sq M.

R.M.

Sq M.

Sq.M.

Sq.M.

R.M.

Bd - R : ROOFING AND CEILING


76

7

Bd-R 10

8

Bd-R 10 A

9

Bd-R 10 B

10

Bd-R 11

11

Bd-R 13

12

Bd-R 14

13

Bd-R 16

Providing and fixing valley gutter of 22 B.W.G. ( 0.8 mm)

plain galvanised iron sheets 120 cm wide with teak wood

planking 20mm thick including two coats of coal-taring

the upper surface of plank ( excluding painting to under

side of plank)

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

Providing and fixing valley gutter of 22 B.W.G. (0.8 mm)

plain galvanised iron sheets 90 cm wide with teak wood

planking 20 mm thick including two coats of coal-taring

the upper surface of plant ( excluding painting to under

side of plank)


Providing and fixing valley gutter of 24 B.W.G. 0.63 mm

thick G.I. sheets 120 cm wide with 20 mm thick teak

wook planking underneath coal taring etc. complete.


Providing and fixing glass tiles of Mangalore type at required

places in Mangalore tile roof including scaffolding necessary.


Providing and fixing Mangalore pattern cowl ventilator tiles

in the required places in a Mangalore tile roof including

scaffolding necessary.


Providing and fixing asbestos cement cowl ventilators in

asbestos cement sheet roofing at required places, including

all fixing accessories and scaffolding necessary.

Spec. No.:Bd.R.14 Page No. 459

Providing and fixing false ceiling of plain asbestos cement

sheets 4 mm thick with teak wood beadings 45 x 12 mm

with frame work of teak wood battens of size 70 x 60 mm at

1.00 M center to center including scaffolding, if necessary,

all iron work and painting ( visible surfaces) to A.C. sheet

and beading in two coats complete ( excluding T.W. runner

to be paid separately). ( only for repair works)


1,588.00 129.00

1,340.00 129.00

1,525.00 129.00

355.00 20.00

66.00 15.00

78.00 15.00

660.00 78.00

R.M.

R.M.

R.M.

No.

No.

No.

Sq.M.


77

14Bd-R

15Bd-R

16Bd-R

17Bd-R

Providing and fixing frame work of anodised aluminiumsections for suspended false ceiling consisting of aluminiumT 50 mm x 40 mm weighing 0.39 kg/m at 60 cms c/c &fixed with (15 x 15 mm) flanges weighing 0.119 kg/msuspended on 6 mm dia. mild steel rod weighing 0.22 kg/m.fixed on wall and beams including rounding of the edgeswith aluminium T of 50 mm x 40 mm weighing 0.39 kg/metc. including all labour etc. complete.Spec: As directed by Engineer in charge.

Providing and fixing frame work of galvanised iron forsuspended false ceiling which includes galvanised ironperimeter channels of size 27 mm & 0.5 mm thick havingone flange of 20 mm and another flange of 30 mm alongwith perimeter of the ceiling, fixing in brick wall/ partitionwith the help of rawal plugs and screws, suspending galvanisediron intermediate channels of size 45 mm and 0.9 mm thickwith two flanges of 15 mm. each from the soffit at 1200 mmcentres with steel galvanised iron hanger of width 25 mm x0.5 mm fasteners, ceiling section of 0.5 mm thickness havingcurved wedge of 51.5 mm and two flanges of 26 mm eachwith lips of 10.5 mm fixed to the intermediate channel withthe help of connecting clips and in direction perpendicularto the intermediate channel at 450 mm centres, 12.5 mmdry wall screws at 230 mm centres; fixing screws mechanicallyeither with screw driver or drilling machine with suitableattachment etc. complete.Spec: As directed by Engineer in charge.

Providing and fixing false ceiling of teak wood particleboard half perforated sheet 12mm thick including scaffolding,if necessary, all iron work and two coats of oil painting toboards and beading i.e. visible surface (excluding framework and runners).Spec.No. : Bd.R.17 Page No. 461“

Providing and fixing false ceiling of 15 to 20 mm thickdecorative boards of fibrous plaster of paris includingscaffolding if necessary, all architectural work like mouldings,cornices, coves, domes, cups as per detailed drawings andthree coats of spray painting to boards etc. complete. (excludingframe work, runners and mild steel suspenders)“Spec: As directed by Engineer in charge.

600.00 170.00

450.00 170.00

495.00 50.00

545.00 50.00

Sq.M

Sq.M

Sq.M

Sq.M


78

18

Bd-R

19

Bd-R

20

Bd-R 17

21

Bd-R

22Bd-R 19

Providing and fixing false ceiling of 12 mm thick acoustic

boards of approved make, with shape and sizes as per

drawings including scaffolding if any, all screws and fastening

and finishing complete (excluding frame work and runners).

Spec.No. : Bd.R.19 Page No. 462.

Providing and fixing suspended false ceiling of 12.5 mm

thick gypsum board with galvanised iron perimeter channel,

intermediate channel, galvanised iron hanger ceiling section,

necessary clips dry wall screw required including framing,

boarding, jointing, finishing filling joints, drilling holes, including

two coats of primer and all transportation, scaffolding and

all necessary labour material and machinery etc. complete.

(Prior specific permission of S.E. shall be obtained before

inclusion of this item in the estimate.)

Spec: As directed by Engineer in charge.

Providing and fixing false ceiling of T.W. partical board

half perforated sheets 12 mm thick with frame work of M.S.

angle 40 x 40 x 5 mm and T of size 40 x 40 x 6 mm at 60

cm center to center including 12 mm dia. hangers, T.W.

battens 50 x 25 mm and beading 25 x 15 mm thick scaffolding,

if necessary, all iron work and two coats of painting to boards

and beading i.e. visible surface.


Providing and fixing False ceiling of 12 mm thick Laminated

boards with frame of M.S. angle 40 x 40 x 5 mm and Tee to

size 40 x 40 x 6 mm at 60 cm c/c including 12 mm dia.

hangers T. W. battens 50 x 25 mm and beading 25 x 15 mm

thick scaffolding if necessary, all Iron work etc. complete.


Providing and fixing flase ceiling of 12 mm thickacoustic boards of approved make with shape and sizesas per drawings including scaffolding if any, frame workM.S. angle 40 x 40 x 5 mm and T 40 x 40 x 6mm at 60 cmc/c with hangers 12 mm dia. all screws and fastening andfinishing complete (excluding runner to be paid separately.)Spec. No.: Bd.R.19 Page No. 462

395.00 67.00

530.00 67.00

686.00 202.00

1,320.00 211.00

607.00 202.00

Sq.M

Sq.M

Sq.M.

Sq.M.

Sq.M.


79

23Bd-R 20

24Bd-R 21

25Bd-R 22

26Bd-R 23

27Bd-R 24

28Bd-R 25

29Bd-R 26

30Bd-R 27

Providing and applying two coats of bitumen to roofon new dungree cloth one coat on each side etc. completeas directed.Spec. No.: As directed by Engineer in charge.

Providing and applying one coat of bitumen to roof(without cloth ) including scaffolding etc. complete asdirecte as directed.Spec. No. : As directed by Engineer in charge.

Removing and resetting Mangalore tiles from roofincluding refixing loose battens.Spec. No. : As directed by Engineer in charge

Removing the tiles battens and dungry cloth from roof,sorting out the serviceable and unserviceable materialsand stacking the same as and where directed in thecompound , scaffolding etc. complete.Spec. No. As directed by Engineer in charge.

Removing the tiles, battens and dungry cloth purlins,rafters ridges etc. from roof sorting out serviceable andunservceiable material and stacking the same as and wheredirected in the compound including scaffolding etc.complete.Spec. No. As directed by Engineer in charge.

Removing G.I. or A.C. sheet roof-covering and stackingthe same as the where directed in the compound includingscaffolding etc. complete.Spec. No. : As directed by Engineer in charge.

Removing G.I. or A.C. sheet roofing including purlines,principal rafters etc. including sorting serviceable andunserviceable materials, stacking the same as and wheredirected in the compound including scaffolding etc.complete.Spec. No. : As directed by Engineer in charge.

Removing and lowering the roof truss carefully withoutdamaging the members and stacking as and where directedin the compound including scaffolding etc. complete.Spec. No. : As directed by Engineer in charge

51.50 31.00

19.00 13.00

26.00 26.00

11.95 11.95

19.00 19.00

21.50 21.50

26.45 26.45

71.50 71.50

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.


80

31Bd-R 28

32Bd-R 29

33Bd-R 30

34Bd-R 31

35Bd-R 32

36Bd-R 33

37Bd-R 36

38Bd-R 38

Removing R.S. girders of any size and span loweringthe same and stacking neatly wherever directed in thecompound scaffolding etc. complete.Spec. No. : As directed by Engineer in charge.

Providing fixing teak wood battens 50 mm x 25 mmfor Mangalore tiles roof work with all iron work scaffoldingand oiling the battens complete.Spec. No. : As directed by Engineer in charge.

Providing fixing teak wood battens 25 mm x 12 mmfor Manglore tile roof work with iron work scaffoldingand oiling the battens complete.Spec. No. : As directed by Engineer in charge.

Providing fixing new Manglore tiles with class “AA”class tiles including scaffolding complete.Spec. No. : As directed by Engineer in charge.

Providig & fixing glass creat roof in R.C.C. member(0.50 m. x 0.75 m. ) in size of 60 cm c/c with 12 mm thickwired glass having thickness of 6 mm including allaccessories and required fixtures and fastening fittingcomplete. ( excluding RCC members)Spec. No. : As directed by Engineer in charge.

Providing and fixing sky light in R.C.C. roof includingframe made of M.S. angle 50 x 50 x 6 mm with holdfast, sheet glass 5 mm thick, Chikan mesh 24 guage withall accessories and required fixtures and fastening fittingincluding painting etc. complete.Spec. No. : As directed by Engineer in charge.

Providing and fixing asbestos cement ( 60 cm. x 15cm. x 23 cm.) eaves gutters of approved size and makeincluding 75 x 10 mm M.S. Flat drop ends, stops ends,necessary fixtures & fastening the same as per code ofstandard practice complete.Spec. No. : As directed by Engineer in charge.

Providing and fixing 12 mm dia mild steel bar upto0.5 M. length for anchor rods with necessary threadingnuts and bolts etc. complete.Spec. No. : As directed by Engineer in charge.

667.00 667.00

49.00 6.00

38.50 6.00

142.00 15.00

397.00 72.00

796.00 29.00

Deleted

56.00 15.00

M.T.

R.Mt.

R.Mt.

Sq.M.

Sq.M.

Sq.M.

R.M.

No.


81

39Bd-R

40Bd-R

41Bd-R

NEW ITEMS

Providing and fixing G.I. pre-coated trapezoidal zinccoating coloured aluminium sheet 0.50 mm thick for roofing(55% aluminiumm 43% zinc 1.6% silicon) including fasteningwith G.I./Iron screw/bolt and lead/bitumen washers etc.complete.Spec. No.: As directed by Engineer in charge.

Providing and fixing G.I. pre-coated trapezoidal zinccoating coloured for ridge hip or valley (55% aluminiumm43% zinc 1.6% silicon) including fastening with G.I./Ironscrew/bolt and lead/bitumen washers etc. complete.Spec. No.: As directed by Engineer in charge.

Providing fixing Mangalore tile roofing with Class AAtiles in cement mortar 1:4 on sloping slab includingnecessary scaffolding curing, finishing, etc. complete.Spec. No.: Bd. R. 3A

Note: Item No.13, 20, 21, 22, 39 and 40 requires pre-approvalof Superintending Engineer before execution of these items.

623.30 30.25

608.20 22.10

390.00 40.00

Sq.M.

R.Mt.

Sq.M.


1Bd-T

2

3Bd-T

4Bd-T 3 A b

5Bd-T 3A c

Providing and fixing frame with/without ventilator ofsize as specified with Ghana teak wood for doors & windowsincluding chamfering, rounding, rebating, iron hold fastsize 300mm x 40mm x 5mm with oil painting, etc. complete.

Providing and fixing frame with/without ventilator ofsize as specified with non teak wood for doors and windowsincluding chamfering, rounding, rebating, iron hold fastsize 300mm x 40mm x 5mm with oil painting, etc. complete.

Providing fixtures and fastenings for double leavesshutter for all types of door and G.I. plain sheet shutterwith fan light. With Iron oxidised includingButt Hinges : 125mmTower bolt : 250mmAldrop : 300mmHandle : 125mm.Spec. No.: Bd - T - 2 Page No. 478

Providing fixtures and fastenings for double leavesshutter for all types of door & G.I. plain sheet shutter &fan light. With Iron chromium plated includingButt Hinges : 125mmTower bolt : 250mmAldrop : 300mmHandle : 125mm.Spec. No.: Bd - T - 2 Page No. 478

Providing fixtures and fastenings for double leavesshutter for all types of door and G.I. plain sheet shutterand fan light. With alluminum includingButt Hinges : 125mmTower bolt : 250mmAldrop : 300mmHandle : 125mm.Spec. No.: Bd - T - 2 Page No. 478

Cu.M.

Cu.M.

Sq.M.

Sq.M.

Sq.M.

83

60,550.00 4,430.00

30,600.00 4,430.00

275.00 110.00

335.00 110.00

370.00 110.00

BD - T : DOORS AND WINDOWS


6

Bd-T 3A d

7

Bd-T 3B a

8

Bd-T 3B b

9

Bd-T 3B c

10

Bd-T 3B d

Providing fixtures and fastenings for double leaves

shutter for all types of door and G.I. plain sheet shutter

and fan light. With brass oxidised including

Butt Hinges : 125mm

Tower bolt : 250mm

Aldrop : 300mm

Handle : 125mm.

Spec. No.: Bd - T - 2 Page No. 478



and ventilator with Iron oxidised.




and with ventilator with Iron chromium plated.




and with ventilator Alluminium.




and with ventilator with Brass oxidised.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

421.00 110.00

Deleted

Deleted

Deleted

Deleted

84


11

Bd-T 4A a

12

Bd-T 4A b

13

Bd-T 4A c

14

Bd-T 4A d

Provding & fixing Fixture and fastenings for single shutter

for all types of door with fanlight with Iron oxidised including.

Butt Hinges : 125mm

Tower bolt : 250mm

Aldrop : 300mm

Handle : 125mm.

Spec. No. Bd - T - 2 Page No. 478


for all types of door with fanlight Iron chromium plated

including.

Butt Hinges : 125mm

Tower bolt : 250mm

Aldrop : 300mm

Handle : 125mm.



for all types of door with fanlight Alluminium including.

Butt Hinges : 125mm

Tower bolt : 250mm

Aldrop : 300mm

Handle : 125mm.



for all types of door with fanlight brass oxidised including.

Butt Hinges : 125mm

Tower bolt : 250mm

Aldrop : 300mm

Handle : 125mm.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

250.00 110.00

300.00 110.00

475.00 110.00

825.00 110.00

85


15

Bd-T 4B a

16

Bd-T 4B b

17

Bd-T 4B c

18

Bd-T 4B d

19

Bd-T 9A a

20

Bd-T 9A b


with openable fanlight. Iron oxidised.



with openable fanlight. Iron chromium plated.



with openable fanlight. Alluminium.



with openable fanlight. Brass oxidised.


Note - For Item No. 3 to 18, door sizes are inclusive of

frame.

Providing and fixing fixtures fastening to the window

for all type of shutters except the shutter of steel window.

Without fanlight with Iron oxidised including

But Hinges :125mm

Tower bolt : 250mm

Handle : 100mm

Fastening Hooks & eye : 225mm

Spec. As directed by Engineer in charge.

Providing and fixing fixtures fastening to the window

for all type of shutters except the shutter of steel window.

Without fanlight. With Iron chromium plated including

But Hinges : 125mm

Tower bolt : 250mm

Handle : 100mm

Fastening Hooks & eye : 225mm

Spec. As directed by Engineer in charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

Deleted

204.00 95.00

235.00 95.00

86


21Bd-T 9A c

22Bd-T 9A d

23Bd-T 9B a

24Bd-T 9 B b

25Bd-T 9B c

Providing and fixing fixtures fastening to the windowfor all type of shutters except the shutter of steel window.Without fanlight. With alluminium includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. As directed by Engineer in charge.

Providing and fixing fixtures fastening to the windowfor all type of shutters except the shutter of steel window.Without fanlight. With brass oxidised fixtures includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. No. As directed by Engineer in charge.

Providing and fixing fixtures fastening to the windowfor all type of shutters except the shutter of steel window.With openable fanlight. With Iron oxidised includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. No. As directed by Engineer in charge.

Providing and fixing fixtures fastening to the windowfor all type of shutters except the shutter of steel window.With openable fanlight. With Iron chromium plated includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. No. As directed by Engineer in charge.

Providing and fixing fixtures fastening to the windowfor all type of shutters except the shutter of steel windowcentrally pivoted shutters clerestory windows shutter. Withopenable fanlight. With alluminium includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. No. As directed by Engineer in charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

285.00 95.00

755.00 95.00

258.00 95.00

430.00 95.00

530.00 95.00

87


26Bd-T 9 B d

27Bd-T 10

28Bd-T 11

29Bd-T 11 B

30Bd-T 11 C

Providing, fixing fixtures and fastening to the windowfor all type of shutters except shutter of steel window. Withopenable fanlight. With brass oxidised fixtures includingBut Hinges :125mmTower bolt : 250mmHandle : 100mmFastening Hooks & eye : 225mmSpec. No.: As directed by Engineer in charge.

Providing and fixing the Ghana teak wood second classfully glazed openable fanlight rectangular in shape asper detailed drawing excluding the frame. iron fixtures andfastenings and finishing the wood work with 3 coats of oilpainting.Spec. No.: No.: Bd-T-4 Page No. 479

Providing and fixing the Ghana teak wood double orsingle leaf second class fully pannelled doors shutterwith 35mm thick style and rail with 25mm thick pannelswith openable fan light as per detailed drawings, excludingthe door frame 60mm x 100mm iron oxidised fixturesand fastening and finishing the wood work with oil painting3 coats.Spec. No.: No.: Bd-T-7 & 8 Page No. 481-82

Providing and fixing Ghana teak wood single leafpannelled door shutter without fanlight 25mm thickas per drawing consisting of Ghana T.W. top rail size 100x 25mm and bottom and lock rail 200 x 25mm insert pannel12mm thick commercial playfaced T.W. partical board withphenol formaldehyde synthetic resin (Generally confirmingto ISI 3097) excluding frame including iron oxidised fixtureand fastening and T.W. beading to junctions of pannelledinserts and as instructed by the Engineer in charge including3 coats of oil painting etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing single leaf pannelled door shutterwithout fanlight and shutter 35mm thick as per drawingconsisting of Ghana T.W. top rail size 100 x 35mm andbottom and lock rail 200 x 35mm insert pannel 12mmthick commercial playfaced T.W. partical board with phenolformaldehyde synthetic resin (Generally confirming to ISI3097) excluding frame including iron oxidised fixturefastening and T.W. beading at junction of pannels insertsand as instructed by the Engineer in charge including 3coats of oil painting etc. complete.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

1290.00 95.00

1,500.00 450.00

2,715.00 815.00

1,645.00 495.00

2,250.00 670.00

88


31

Bd-T 11 D

32Bd-T 11 E

33Bd-T 12

34Bd-T 13

Providing and fixing double leaf pannelled doorshutter excluding frame with glazed openable fanlightshutter 35mm thick as per detailed drawing consisting

Ghana T.W. vertical styles 100 x 35mm and lock and

bottom rail 200 x 35mm and panels 12mm thick both side

commercial ply faced partical board including iron oxidisedfixtures and fasterning and T.W. beading at junctions of

panel inserts and as instructed by the Engineer in charge

including 3 coats of oil painting etc. complete.

Spec.: As directed by Engineer-in-charge.

Providing and fixing single leaf pannelled doors shuttersexcluding frame with glazed openable fan-light, 35mmthick as per detailed drawing consisting of Ghana T.W.vertical styles 100 x 35mm and lock and bottom rail 200x 35mm and panel 12mm thick both side commercial plyfaced particals board including iron oxidised fixtures andfastening and T.W. beading at junctions of plywood panelsinserts as instructed by the Engineer in charge including3 coats of oil painting etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing Ghana teak wood double or singleleaf paneled shutters, 35mm thick style and rail and 25mmthick panels without ventilator as per detailed drawingexcluding the door frame iron oxidised fixtures and fasteningand finishing the wood work with oil painting 3 coatscomplete.Spec. No.:- Bd-T-11 & 12 Page No. 482-483

Providing and fixing Ghana teak wood double or singleleaf fully panelled door shutter without ventilator, with25 mm thick style and rail & 20mm thick panels as perdetailed drawing excluding the door frame. iron oxdisedfixtures and fastening and finishing wood work with oilpainting 3 coats etc. complete.Spec. No.:- Bd-T-21 & 22 Page No. 493-494

Sq.M.

Sq.M.

Sq.M.

Sq.M.

1,940.00 420.00

1,920.00 575.00

2,640.00 790.00

1,720.00 375.00

89


35

Bd-T 15

36

Bd-T 16

37

Bd-T 16 B

38

Bd-T 17

Providing and fixing solid core flush door shutter in

single leaf 32mm thick decorative type of exterior grade

as per detailed drawings approved face veneers 3 mm

thick on both faces or as directed all necessary beads,

mouldings and lipping. wrought iron hold fasts, chromium

plated fixtures and fastenings, with brass mortise lock,

chromium plated handles on both sides, and finishing with

French Polish etc. complete.

Spec. No.: Bd-T-34 Page No. 499

Providing and fixing solid core flush door shutter

commercial in single leaf 32mm thick without ventilator

commercial type of exterior grade as per detailed drawings

with wrought iron hold fast, iron oxidised fixtures and

fastenings and handles on both sides and finishing with

oil painting 3 coats complete.


Providing and fixing solid core flush door commercial

type on single leaf 16mm thick Bison Panel cement bonded

particle Board including Teak wood lipping beading on all

four edges without ventilator commercial type of exterior

grade as per detailed drawings with wrought iron hold fast

iron oxidised fixtures and fastenings and handles on both

sides and finishing with oil painting 3 coats complete.


Providing and fixing country teak wood single leaf shutter

25mm thick fully 2nd class panelled door without fan

light as per detailed drawing including wrought iron hold

fast, iron oxidised fixtures and fastenings and finishing

with 3 coats of oil painting etc. (style 25mm thick and

pannels 12mm thick.)


Sq.M.

Sq.M.

Sq.M.

Sq.M.

1,285.00 200.00

960.00 250.00

1,150.00 220.00

Deleted

90


39

Bd-T 18A

40

Bd-T 20

41

Bd-T 21A

42

Bd-T 21A a

43Bd-T 22

Providing and fixing single leaf pannelled door shutter

without fan light as per drawing consisting of Ghana T.W.

style top rail 100 x 25mm and lock and bottom rail 200 x

25mm insert panell 12 mm thick commercial ply faced.

T.W. particle board with phenol formaldehyde synthetic

resin (General confirming I.S.I.) excluding iron oxidised

fixtures and fastening etc. complete.


Providing and fixing Ghana teak wood single leaf door

shutter with teak wood style and rail of 25mm thick including

fixing 50mm x 25mm size welded mesh of 10 guage as

per detailed drawing or as directed with iron oxidised fixture

and fastening finishing with 3 coats of oil painting etc.

complete.


Providing and fixing factory made panelled door shutter

in single leaf 35mm thick style and rail without ventilator

with Ghana T.W. panels 12mm thick including wrought

iron hold fast and iron oxidised fixtures with oil painting 3

coats etc. complete.


Providing and fixing Ghana teak wood single leaf

panelled door shutters 35mm thick style and rail and

19mm thick Ghana T.W. panels as per detailed drawing

including wrought iron hold fast iron oxidised fixtures and

fastening and three coats of oil painting. etc. complete.


Providing and fixing fully glazed double leaf windowshutter with openable fanlight including Ghana teak wood25mm thick style and rails with plain/ obscured glass panelsas per drawing or as directed by the Engineer in chargewith iron oxidised fixtures and fastening and finishing thewood work three coats of oil painting etc. complete.Spec. No.:- Bd-T-42 Page No. 503

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

1,395.00 250.00

1,500.00 210.00

830.00 140.00

2,170.00 280.00

1,327.00 410.00

91


44Bd-T 23

45Bd-T 24

46Bd-T 25A

47Bd-T 26

48Bd-T 26 A

49Bd-T 27

Providing and fixing Ghana T.W. window with doubleleaf half glazed and half panelled shutter with ventilatorincluding wrought iron hold fast, iron oxidised fixtures andfastening & finishing the wood work with oil painting 3coats etc. complete.Spec. No.:- Bd-T-42 Page No. 503

Providing and fixing Ghana teak wood windows withdouble leaf 25mm thick planked shutters withoutventilators as per detailed drawing including iron oxidisedfixtures and fastening and finishing the wood work withoil painting 3 coats etc. complete.Spec. No.:- Bd-T-43 Page No. 503

Providing and fixing Ghana teak wood windows /ventilators with double leaf planked shutters 25mmthick without ventilators as per detailed drawing includingiron oxidised fixtures and fastening and finishing the woodwork with oil painting 3 coats etc. complete.Spec. No.:- Bd-T-43 Page No. 503

Providing and fixing louvered window with Ghana teakwood window frame 70mm x 95mm and glass louversof approved quality with mild steel bars between the louversincluding finishing the wood work and iron bars with oilpainting 3 coats, etc. complete.Spec. No.:- Bd-T-52 Page No. 509

Providing and fixing Ghana teak wood window half fixedhalf glazed with translucent glass at bottom and glazedshutters at top including teak wood frame of size 60 x100 mm with wrought iron hold fasts iron oxidised fixturesand fastening and oil painting 3 coats complete.Spec. No.:- Bd-T-52 Page No. 509

Providing and fixing steel window of various sizes asper detailed drawing without hot dip zinc coating, withoutventilators, including fabricating/glazing with plain/ obscuredglass panels of approved type and quality, iron oxidisedfixtures and fastenings, and oil painting two coats complete.Spec. No.:- Bd-T-53 Page No. 509

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

1,660.00 385.00

1,990.00 250.00

2,265.00 320.00

5,325.00 980.00

5,079.00 980.00

1,960.00 250.00

92


50Bd-T 27 A

51Bd-T 27B

52Bd-T 28

Providing and fixing steel window of various sizes asper detailed drawing without hot dip zinc coating, withoutventilators, including fabricating/glazing with plain obscuredglass panels of approved type and quality, iron oxidisedfixtures and fastenings, finishing with oil painting two coatscomplete (with guard bars 12mm square at 10cm c/c)Spec. No.:- Bd-T-53 Page No. 509

Providing and fixing steel window C.R.C. sheet as perI.S. 1513:1986 gauge sect. 65 x 40 x 25mm shutter singalsheet of 24 gauge single leaf joined by fusion welding atappropriate points with vertical grooves of 15mm wideand 15mm deep at a distance of 45mm. The first and lastrib should be 60mm away from vertical edge of the shutter.The shutter shall be welded with angle to from the periferiof the shutter. At the center of the frame there shall beangle welded to bifercate the frame into segment withtwo leaf shutter square 12mm square guard bars at 120mm center with all accessories.Spec.: As directed by Engineer-in-charge.

Providing and fixing rolling shutter fabricated from steellaths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5mm angle sectionfitted with sliding bolts and handles for both sides, deepM.S. channel section of depth and thickness not less than65 mm and 3.15 mm respectively with hold fastarrangements, M.S. Bracket plate 300 x 300 x 3.15 mmminimum size and shape with square bar suspension shaftof minimum 32mm diametre, hood cover of M.S. sheetnot less than 0.9 mm thickness and of any size at topand safety devices including mechanical gear operationarrangement consisting of worm gear wheels and wormsof high grade cast iron or mild steel and one coat of redlead primer etc. complete. (I.S. 6248 - 1979)Spec. No.: Bd T-55 Page No. 510

a) without mechanical gear

b) with mechanical gear

Sq.M.

Sq.M.

Sq.M.

Sq.M.

2,340.00 200.00

2,155.00 300.00

2,095.00 210.00

3,140.00 220.00

93


53Bd-T 29

54Bd-T 30

55Bd-T 30A

56Bd-T 30A

Providing and fixing collapsible steel gate in one / twoleaves with hot rolled vertical channels of 18x9x3 mmminimum size , crossings of M.S. flats of size 18x5 mmT or E section for runner of minimum 40 x 6 mm size forflange, M.S. flat for top runner of minimum size 40 x 12mm with roller wheels confirming to grade F.G. 150 fittedwith snap headed rivets of minimum size 6mm max spacingof vertical channels be 100mm enclosed gate positionand clear space of 150 mm between two sets of crossingswith hold fasts, stoppers, spaces, handles, lockingarrangement and one coat of red lead primer & oil paintingetc. complete. (I.S. 10521-1983)Spec. No. Bd T-57 Page No. 511

Providing and fixing partition of asbestos cement sheetof approved make and 6mm thick with country wood frameof 70 x 95 mm verticals at 150 cm centres and 70mm x95 mm horizontals at 150 mm centre in regular panelsincluding applying oil paint of approved colour to theasbestos cement sheets and oil painting three coats tothe wood work complete.Spec. No. Bd-T-61 Page No. 513

Providing and fixing partition in 8mm thick cementbonded particle Board with country teak wood frame of70 x 95 mm vertical 1210 mm horizontals at 1210 cmcentres in regular panels including applying oil paint ofapproved colour to Bison Panels and oil painting threecoats to wood work (Panel on one side only)Spec.: As directed by Engineer-in-charge.

Providing and fixing partition in 8mm thick cementbonded particle Board with country teak wood frame of70 x 95 mm vertical 1210 mm horizontals at 1210 cmcentres in regular panels including applying oil paint ofapproved colour to Bison Panels and oil painting threecoats to wood work (Panel on both sides)Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

2,360.00 598.00

Deleted

Deleted

Deleted

94


57Bd-T 31

58Bd-T 32

59Bd-T 33

60Bd-T 34

61Bd-T 34 A

62Bd-T 37

Providing and fixing partition of welded mesh of 3mmdia wires 50mm x 25mm size mesh including integratednonteak seasoned wood frame 80 x 50 mm of verticaland horizontal scantling and finishing with oil painting 3coats etc complete.Spec. No.: Bd-T-67 Page No. 515

Providing and fixing enclosure frame of welded meshof 3mm dia wires 50mm x 25mm size including Ghanateak wood frame 80 x 50 mm of vertical and horizontalscantling and finishing with oil painting 3 coats etc complete.Spec. No.: Bd-T-67 Page No. 515

Providing and fixing sheet glass of 24 oz, for all sizeincluding putty etc. complete.Spec. No.: Bd-5 Page No. 465 to 467

Providing and fixing steel ventilator fully glazed partlyfixed as per detailed drawing with hot dip zinc coatingincluding fabricating glazing with plain/ obscured glasspans and approved type and quality and iron oxidised fixturesand fastening oil paint 2 coats etc. complete.Spec. No.: Bd-T-53 Page No. 509 & As directed byEngineer-in-charge.

Providing and fixing steel ventilator fully glazed partlyfixed as per detailed drawing with hot dip zinc coatingincluding fabricating glazing with plain/ obscured glasspans and approved type quality and iron oxidised fixturesand fastening with guard bars 12mm square 10 cm c/cand oil painting 2 coats etc. complete.Spec. No.: Bd-T-53 Page No. 509 and As directed by Engineer-in-charge.

Providing and fixing M.S. grill door 24 kg/sqm. ofvarious size as per detailed drawings without hot dip coatingiron fixtures and fastenings and 3 coats of oil paintingetc.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

920.00 200.00

1,540.00 290.00

405.00 35.00

1,510.00 165.00

2,580.00 185.00

1,585.00 300.00

95


63Bd-T 38

64Bd-T 39

65Bd-T 41

66Bd-T 42

67Bd-T 43

68Bd-T 44

Providing and fixing Ghana T.W. bedding of size 40mm x 20 mm to the door frame of size 60mm x 100mm /110 mm including chamfering finishing with 3 coats of oilpainting etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing Ghana T.W. bedding of size 32mm x 12 mm to the door frame of size 60mm x 100mm /110 mm including chamfering finishing with 3 coats of oilpainting etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing steel frame of angle 50 x 50 x 6mm size for window with 16mm dia mild steel barshorizontally at 10 cm c/c for ventilator portion and at 15cm c/c for remaining portion with M.S. flat of size 40 x 6mm vertical at center including iron hold fast boxes forfixing 40 x 6mm vertical at center including iron hold fastboxes for fixing shutters including welding finishing paintingetc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing steel frame of angle 40 x 40 x 5mm size for windows with 16mm dia mild steel barshorizontally at 10 cm c/c for ventilator portion and 15 cmc/c for remaining portion with M.S. flat of size 40 x 6 mmvertical at center including hold fast & iron oxidised fixturesboxes for fixing 40 x 6mm fixing shutters including weldingfinishing painting etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing steel frame door of angle 50 x 50x 6 mm mild steel bars with 16mm dia horizontally at 10cm c/c for ventilator portion including iron hold fast boxesfor fixing shutters including welding finishing painting etc.complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing steel frame door of angle 40 x 40x 5mm with 16mm dia. mild steel bars horizontally at 10cm c/c for ventilator portion including iron hold fast forthe fixing shutters including welding, painting, finishingetc. complete.Spec.: As directed by Engineer-in-charge.

R.Mt.

R.Mt.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

65.00 18.00

52.00 16.00

1,340.00 185.00

930.00 140.00

575.00 108.00

520.00 106.00

96


69Bd-T

70Bd-T

71Bd-T 45

72Bd-T

Providing and fixing M.S. door size - 2140x900 mmsingle C.R.C. sheet as per IS:513, 1986 frame of 18 guagesect 100x60x35 mm shutter single sheet of 24 guagesingle leaf with vertical grooves of 15mm wide and 15mmdeep at distance of 45mm. The first and last ribs shouldbe 70 mm away from vertical edge of the shutter Handles2 Nos. fixed at a 1000 mm away from the bottom of theshutter aldrop 1 No. Tadipatti 1 No. at 850 mm from thebottom of the shutter out side and inside respectively withall the accessories.Spec.: As directed by Engineer-in-charge.

Providing and fixing cold rolled coils sheet as per IS:513,1986 of size 2140x900 mm frame of 18 guage sect100x60x35 mm shutter double sheet of 24 guage singleleaf joint by fusion welding at appropriate points with verticalgrooves of 15mm wide and 15mm deep at a distance of45mm. The first and the last ribs should be 70 mm awayfrom vertical edge of the shutter Handles 2 Nos. shouldbe fixed at 100 mm from the bottom of the shutter aldrop1 No. tadipatti 1 No. at 850 mm from the bottom of theshutter with all accessories etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing partition made up of P.V.C. multichamber hollow section 2 mm thick anticorrosive and weatherproof with a T.W. frame of size 50 x 75 including polishingetc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing of partitions made up of P.V.C.multi chamber hollow sections of 20mm/18 mm over allthickness and wall thickness of 1.2 mm anticorrosive andweather proof with P.V.C. frame 50 x 50 x 2.5 mm andmiddle supports of PVC 64 x 50 x 2.5 reinforced with G.I.etc. complete.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

Deleted

97


73Bd-T 46

73-A

Providing and fixing in position anodised (as per I.S.1868/1982) alluminium sliding window of two trackswith rectangular pipe 63 x 38.10 x 1.22 mm at weight0.650 Kg/Rmt. and window frame bottom track section61.85 x 31.75 x 1.20 mm at weight 0.695 Kg/Rmt. Topand side track section 61.85 x 31.75 x 1.00 mm at weight0.417 Kg/Rmt. The shutter should be of bearing bottom40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. Inter lockingsection 40 x 18 x 1.10 mm at weight 0.469 Kg/Rmt. Andhandle section 52 x 18 x 1.13 mm at weight 0.488 Kg/Rmt and top section 40 x 18 x 1.25 mm at weight 0.417Kg/Rmt. as per detailed drawing and as directed by Engineer-In-Charge with all necessary aluminium sections fixturesand fastenings such as roller bearing in nylon casting andself locking catch fitted in vertical section of shutter including5 mm thick plain glass with all required screws and nutsetc. complete.Spec. : As directed by Engineer-in-charge.

i) Without powder coating with boxii) Without powder coating without boxiii) With powder coating with boxiv) With powder coating without box

Providing and fixing in position anodised (as per I.S.1868/1982) aluminium sliding window of three trackswith rectangular pipe 95 x 38.10 x 0.90 mm at weight0.637 Kg/Rmt. and window frame bottom track section92 x 31.75 x 1.30 mm at weight 1.070 Kg/Rmt. Top andside track section 92 x 31.75 x 1.30 mm at weight 0.933Kg/Rmt. The shutter should be of bearing bottom 40 x 18x 1.25 mm at weight 0.417 Kg/Rmt. Inter locking section40 x 18 x 1.25 mm at weight 0.469 Kg/Rmt. And handlesection 52 x 18 x 1.13 mm at weight 0.488 Kg/Rmt andtop section 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt.as per detailed drawing and as directed by Engineer-In-Charge with all necessary aluminium sections fixtures andfastenings such as roller bearing in nylon casting and selflocking catch fitted in vertical section of shutter including5 mm thick plain glass with all required screws and nutsetc. complete.Spec. : As directed by Engineer-in-charge.i) Without powder coating with boxii) Without powder coating without boxiii) With powder coating with boxiv) With powder coating without box

Sq.M.Sq.M.Sq.M.Sq.M.

Sq.M.Sq.M.Sq.M.Sq.M

2,945.00 603.002,438.00 603.003,151.00 603.002,645.00 603.00

3,025.00 450.002,580.00 450.003,220.00 450.002,780.00 450.00

98


74Bd-T 47

75Bd-T

76Bd-T 48

Providing and fixing 29 mm thick factory made PVCrigid foam panelled door shutters manufactured byM/s Rajshri or equivalent made from MS tube of 19 guagethickness size 19 mm x 19 mm for styles and 15 mm x15 mm for top and bottom rails, covered with heat mouldedPVC “C” channel of 5 mm thick sheet and 30 mm x 50mm wide to form styles and 5 mm thick and 75 mm widePVC sheet for top rail, lock rail and bottom rail on eitherside and 5 mm thick, 20 mm wide cross PVC sheet asgap insert for top rail and bottom rail panelling of 5 mmthick PVC sheet fitted in the M.S. frame welded/sealedto the styles and rails with 5 mm x 30 mm PVC sheetbeading on either side and joined together with solventcement adhesive etc. complete as per manufacturer’sspecification and direction of Engineer in charge fixed tothe frames with stainless steel hinges of 75 mm size,stailness steel tower bolt 100 mm size, stainless steelhandles 100 mm size including all material, labour,machinery etc. complete (For WC, bath shutters) (Theitem is exclusive of door frame)Spec.: As directed by Engineer-in-charge.

Providing and fixing Rajshri brand or equivalent factorymade 34 mm thick moulded door shutter consisting ofsolid core single leaf flush door of 30 mm thickness lippedwith 15 mm (5 mm x 3) thick x 30 mm width on one styleand top rail and 10 mm (5 mm x 2) thick x 30 mm width onother style and bottom rails. The inner pannels laminatedwith 2 mm thick termite proof, water proof and fire resistantmoulded P.V.C. sheet with 2, 4, 6 raised pannels designin different plain and/or prelam colours on one side afterrouting the moulded design on flush doors and 2 mm plainand/or prelam PVC on other side using rubber adhesiveon flush door and solvent cement adhesive on the PVClipping etc. as per direction of Engineer in charge andmanufacturers specification and drawing etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing PVC door frame made out ofextruded PVC section having 53mm x 60mm suitablereinforced with steel to be meter cut at the corners andwelded a tie rod will be provided at the bottom, frame willbe fixed to wall by using lug plate, screws or dowells etc.complete.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

2,720.00 310.00

3,280.00 304.00

Deleted

99


77Bd-T

78Bd-T 49

79Bd-T

80Bd-T

Providing and fixing PVC door frame made out ofextruded PVC section having 50mm x 50mm x 2.5 mmsuitable reinforced with steel to be meter cut at the cornersand welded a tie rod will be provided at the bottom, framewill be fixed to wall by using lug plate, screws or dowellsetc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing PVC door shutter, comprising ofanodised alluminium frame work made cut of alluminium3.5 of 23.6mm x 20mm x 1.8 mm thickness as a topbottom and vertical rail and anodised alluminium ‘H’ typesection having dimensions of 23.6 mm x 60mm x 1.8mm thickness for lock rail the shutter infil to be made outof extruded PVC multichamber hallow sections of 200mmx 20mm x 2mm hallow web thickness jointed one anotherby tongue and groove arrangement necessary accessoriessuch as alluminium tadi pati, handles, tower bolt M.S.hinges anc C.P. baby latch will be provided to the shutteretc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing PVC partition with PVC frame workmade out of 50mm x 50mm x 2.5 mm middle support by64mm x 50 x 2.5 welded at corners and screwed at middlesection and pannelling of 18mm over all thickness with112mm x 18 x 1.2mm pannelling will be made out of extrudedPVC multichamber hallow sections and jointed by tongueand groove methods arranged glass if required will beprovided with 4mm. glass within will be fixed by EPDMRubber Gasket and glass bead if required will be providedwith necessary accessories such as door closer, hinges,morties Lock & handles etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing openable window with PVC outerwindow frame made of extruded multi-chamber hollowwith rigid PVC section D.M. 173-1 (50mm x 50mm x2.5mm) with the groove of 20mm. The frame shall beprovided with double EDM Gaskets with G.I. reinforcementand PVC window shutter section made of extrudedmultichamber hollow with rigid PVC sections DS-173-2(50mm x 64mm x 2.5mm) with double groove for 4mmplain glass with G.I. reinforcement inside the section.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

Deleted

100


81Bd-T

82

83Bd-T

84Bd-T

Providing and fixing sliding window with PVC outerwindow frame made of extruded multichamber hollow withrigid PVC section SWM-114-1 (30mm x 102mm x 2.5mm)with the sliding wall of 25mm x 12mm with G.I.reinforcement and PVC panelled sliding window shutterof extruded multichamber hollow with rigid PVC H sectionsSWM-114-1 (46mm x 60mm x 2.5 mm) Glass beadingwith 4mm plain glass with G.I. reinforcement inside thesection.Spec. : As directed by Engineer-in-charge.

Providing and fixing of PVC cabin, site office, secentycabin zerox cabin, telephone booth made up of PVCextructed multichamber frame of 50mm x 50mm x 2.5mm and mullion of 64 x 50 x 2.5 mm thickness and panellingand roofing of 18mm x 112mm x 1.2 mm profiles withwindows as 121122 EDT and door and 119/117-A Bd-Twith frame as 118A Bd-T with door closer, accessories ofalluminium without flooring and supports for additionalstrength.Spec. : As directed by Engineer-in-charge.

Providing and fixing cold rolled steel hollow door frame105mm x 60mm for any sizes including hold fast hinges,tie members with red oxide and gray paint etc. completeas per I.S.I. specifications and code of practice prescribedincluding anticorosive treatment etc. complete.Spec. : As directed by Engineer-in-charge.

Providing and fixing in position alluminium openablewindow of any size as per detailed drawing and as directedby Engineer-in-charge with all necessary alluminiumsections including necessary fixtures and fastening with5 mm thick clear float glass etc. complete.

a) Without powder coating

b) With powder coating

Spec. : As directed by Engineer-in-charge.

Note :- While arriving at the rate of Item weight@ 6.9 Kg./Sqm. is considered.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

658.00 107.00

2,815.00 290.00

3,025.00 290.00

101


85Bd-T

86Bd-T

87Bd-T

Providing and fixing in position alluminium fixed windowfully glazed of any size as per detailed drawing and asdirected by Engineer-in-charge with all necessary alluminiumsections including necessary fixtures and fastening suchas 5mm thick clear float glass etc. complete.Spec.: As directed by Engineer-in-charge.




Providing and fixing in position alluminium partlyopenable and partly fixed window of any size as perdetailed drawing and as directed by Engineer-in-charge withall necessary alluminium sections including necessaryfixtures and fastening with 5 mm thick clear float glassetc. complete.Spec.: As directed by Engineer-in-charge.




Providing and fixing M-40 grade thick vibrated pull cast orsimilar type concrete frame with chamfer conforming toI.S.6524-1983 having 6 mm dia bars 3 Nos. and stirrups@250 mm c/c and fixing in wall with 6 Nos of hold fast of12 mm dia bars 500 mm long including primer and oil paintingetc. complete.Spec.: As directed by Engineer-in-charge.

a) frame size 60 mm x 100 mm

b) frame size 60 mm x 125 mm

Sq.M.

Sq.M.

Sq.M.

Sq.M.

R.M.

R.M.

2,140.00 294.00

2,283.00 294.00

2,530.00 290.00

2,655.00 290.00

425.00 140.00

455.00 140.00

102


88Bd-T

89Bd-T

Providing and fixing fibre glass reinforced polyster doorshutter 30 mm thick as per IS.14856 (2000) (reaffirmed2006) without ventilator including chromium plated fixturesand fastening with chromium plated handles on both sides,etc. complete.Spec. : As directed by Engineer-in-charge.

Providing and fixing fibre glass reinforced polyster doorshutter 35 mm thick as per IS.14856 (2000) (reaffirmed2006) without ventilator including chromium plated fixturesand fastening with chromium plated handles on both sides,etc. complete.Spec. : As directed by Engineer-in-charge.

Note : Item No. 37 and 71 to 89 under section Bd-Trequire pre-approval of Superintending Engineer beforeadoption of these items.

2,370.00 175.00

3,198.00 175.00

103

Sq.m.

Sq.m.

Bd-T : DOORS AND WINDOWS

NOTES

1) For items of doors and windows iron oxidised fixtures and fastenings with butt hinges are

provided.

2) For other types of fixtures and fastenings add percentage as given below per square meter

rate of shutter.

Particulars Double leaf shutter Single leaf shutter

Butt Parliamentary Butt Parliamentary

hinges hinges hinges hinges

DOORS

A) Iron oxidised -- 1% -- 1%

B) Alluminium oxidised 5% 6% 3% 4%

C) Brass 35% 38% 30% 33%

D) Brass oxidised 40% 44% 35% 38%

WINDOWS

A) Iron oxidised -- 1% -- --

B) Alluminium oxidised 3% 4% -- --

C) Brass 22% 25% -- --

D) Brass oxidised 30% 34% -- --

3) Unless specified in drawing for all doors / windows / ventilators, scantling shall not be less

than 35 mm thick and panels shall not be less than 25 mm thick for one side, and 35

mm thick panels for both side.

4) Unless otherwise specified items provide for primer coat oil painting, cost of additional coats

of oil painting as required is to be paid extra.

5) While-preparing the estimate for doors and windows shutters, sizes of styles, rails shall

be written.

104

SPECIFICATIONS FOR WOODEN FLUSH DOOR SHUTTERS

Sizes of the door shutters shall generally conform to the modular sizes specified below

Sizes other than the modular sizes as agreed between the manufacturer and purchaser may also be

permitted. However the thickness of shutters in such cases shall not be less than the specified against

the nearest higher modular size given as below.

DIMENSIONS OF FLUSH DOOR SHUTTERS

DESIGNATIONS OF DOORS WIDTH HEIGHT

MM MM

8 DS 20 700 1905 (1945)

8 DS 21 700 2005 (2045)

9 DS 20 800 1905 (1945)

9 DS 21 800 2005 (2045)

10 DS 20 900 1905 (1945)

10 DS 21 900 2005 (2045)

12 DT 20 1 100* 1905 (1945)

12 DT 21 1 100* 2005 (2045)

NOTE 1 - D = Door, S = Single shutter and T = Double shutter

NOTE 2 - The designation indicates the size of door openig, the first number referring to width in modules

of 100 mm and the last number the height in modules.

NOTE 3 - Standard sizes of door frames are covered in IS : 4351-1976 +

NOTE 4 - In arriving at the standard widths and heights for flush doors, an allowance of 60 mm has been

made for door frames, 40 mm for floor finish and 5 mm for clearance all round between the

door opening and door frame and 15 mm for rebate all round for the shutter into the frame. In

case, the modular height is taken from the finished floor level, the height of the flush door shall

be the one given in the bracket.

* Combined width of two shutters in closed position.

Sizes other than the modular sizes as agreed between the manufacturer and purchaser may also

be permitted. However the thickness of shutters in such cases shall not be less than the specified

against the nearest higher modular size given as below.

Flush Door Designation Thickness of Shutter (in mm)

8 DS 20 AND 8 DS 21 25

9 DS 20 AND 9 DS 21 30 OR 35

10 DS 20 AND 10 DS 21 35

12 DT 20 AND 12 DT 21 35

112

Bd - U : IRON WORK


1

Bd-U 1

2

Bd-U 1A

3

Bd-U 2

4

Bd-U 2A

Providing and fixing mild steel grill work for windows,

ventilators etc. 20 Kg./Sq.M. as per drawing including

fixtures, necessary welding & painting with one coats of

anticorrosive paint & two coats of oil painting complete.

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

Providing and fixing mild steel grill work for windows,

ventilators etc. 15 Kg./Sq.M. as per drawing including

fixtures, necessary welding and painting with one coats

of anticorrosive paint & two coat of oil painting complete.


Providing and fixing mild steel grill railing 20 Kg./Sq.M.

with Ghana teak wood hand rail of size 75mm x 60mm

and sill of 75 mm. x 25 mm. and newel posts for starcases,

including fabricating, fixtures, erecting, painting the grill

work with one coat of anticorrosive paint and two coats of

oil painting with approved colour and polishing the sill,

handrail and the newel post with french polish.


Providing and fixing mild steel grill railing 15 Kg./Sq.M.

with Ghana teak wood hand rail of size 75mm x 60mm

and sill of 75 mm. x 25 mm. and newel posts for starcases,

including fabricating, fixtures, erecting, painting the grill

work with one coat of anticorrosive paint and two coats of

oil painting with approved colours and polishing the sill,

handrail and the newel post with french polish.


Sq.M.

Sq.M.

Sq.M.

Sq.M.

935.00 51.00

727.00 46.00

1,460.00 140.00

1,250.00 85.00

113

Bd - V : WATER SUPPLY AND SANITARY FITTINGS


115

1BDV1

2Bd-V 1A

3Bd-V 1B

4Bd-V 2

5Bd-V 2A

6Bd-V 2B

7Bd-V 3

8Bd-V 3A

9Bd-V 3B

Providing and laying cast iron pipes of ‘B’ class of80mm diameter with sockets and spiget ends/flanges andcast centrifugally/vertically including specials, laying pipesand back filling the trench complete including excavation.Spec. No.: Bd V.1 Page No. 547

Providing and laying cast iron pipes of ‘B’ class of 100mmdiameter with sockets and spiget ends/flanges and castcentrifugally/vertically including specials, laying pipes andback filling the trench complete including excavation.Spec. No.: Bd V.1 Page No. 547

Providing and laying cast iron pipes of ‘B’ class of 150mmdiameter with sockets and spiget ends/flanges and castcentrifugally/vertically including specials, laying pipes andback filling the trench complete including excavation.Spec. No.: Bd V.1 Page No. 547

Providing and making lead joints for 80mm diametercast iron pipe line including lead and testing.Spec. No.: Bd V.2 Page No. 549



Providing and making flanged connection for the 80 mmdiameter cast iron pipe line including painting rubberinsertion, nuts and bolts etc. complete.Spec. No.: Bd V. 3 Page No. 550

Providing and making flanged connection for the 100mm diameter cast iron pipe line including painting rubberinsertion, nuts and bolts etc. complete.Spec. No.: Bd V. 3 Page No. 550

Providing and making flanged connection for the 150mm diameter cast iron pipe line including painting rubberinsertion, nuts and bolts etc. complete.Spec. No.: Bd V. 3 Page No. 550

R.Mt.

R.Mt.

R.Mt.

No.

No.

No.

No.

No.

No.

301.00 35.00

443.00 35.00

552.00 35.00

185.00 11.00

230.00 11.00

295.00 12.00

64.00 3.00

69.00 4.00

104.00 5.00


116

10Bd-V 4

11Bd-V 5

12Bd-V 5A

13Bd-V 5A 1

‘14

Bd-V 5A A

15Bd-V 5A B

Providing and making ferrule connection of 100mmdiameter to water main including ferrule Couplings castiron bell mouth cover and fixing including excavation andreinstatement complete.Spec. No.: Bd V. 4 Page No. 551

Providing & fixing on walls / ceiling / floors, 15mmdia heavy grade having embossed as ISI Mark galvanisediron pipes of 1.48 kg/metre with necessary fitting, remakinggood the demolished portion and with primer of anti corrosiveoil paint, 2 coats etc, complete.Spec. No.: Bd. V. 5 Page No. 551

Providing & fixing on walls / ceiling / floors, 20mmdia heavy grade having embossed as ISI Mark galvanisediron pipes of 1.93 kg/metre with necessary fitting, remakinggood the demolished portion and with primer of anti corrosiveoil paint, 2 coats etc, complete.Spec. No.: Bd. V. 5 Page No. 551

Providing & laying in trenches 15mm dia medium gradehaving embossed as ISI Mark galvanised iron pipes of1.25 kg/metre with necessary fitting, remaking good thedemolished portion with filling trenches and with primer ofanti corrosive oil paint, 2 coats etc, complete.Spec. No.: Bd. V. 5 Page No. 551



No.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

Deleted

148.00 36.00

188.00 36.00

132.00 36.00

173.00 51.00

207.00 51.00


117

16Bd-V 5A C

17Bd-V 5A D

18Bd-V 5A E

19

Bd-V 5A F

20

Bd-V 5A G

21

Bd-V 5B





Providing & laying in trenches 100mm dia mediumgrade having embossed as ISI Mark galvanised ironpipes of 12.43 kg/metre with necessary fitting, remakinggood the demolished portion with filling trenches and withprimer of anti corrosive oil paint, 2 coats etc, complete.Spec. No.: Bd. V. 5 Page No. 551

Providing & fixing on walls / ceiling / floors 25 mm dia

heavy grade having embossed as ISI Mark galvanised

iron pipes weight of 3.01 kg/metre with necessary fittings

& remaking good the demolished portion and with primer

oil paint and 2 coats etc. complete.

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

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

246.00 51.00

276.00 51.00

361.00 51.00

508.00 55.00

758.00 55.00

244.00 45.00


118

22

Bd-V 5 C

23

Bd-V 5 D

24

Bd-V 5 E

25

Bd-V 5 F

26

Bd-V 5 G

27

Bd-V 6































Providing & fixing for 15 mm dia Water Meter withnonreturn valve including stainer, sockets / Union nut andconstruction of Brick masonry chamber with lockingarrangement and lock etc.Spec. No.: Bd. V. 6 Page No. 553

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

No.

302.00 46.00

343.00 48.00

366.00 50.00

665.00 55.00

880.00 60.00

Deleted


119

28Bd-V 6A

29Bd-V 6

30Bd-V 6 C

31Bd-V 6 D

32Bd-V 6 E

33Bd-V 6 F

34Bd-V 7







Providing and fixing for 15 mm diameter Water meterwith non return valve including stainer, sockets / Unionnut and including water meter box making lockingarrangement and lock. (without chamber).Spec. No.: : Bd. V. 7 Page No. 554

No.

No.

No.

No.

No.

No.

No.

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

1,529.00 60.00


120

35Bd-V 7 A

36Bd-V 7 B

37Bd-V 7 C

38Bd-V 7 D

39Bd-V 7 E

40Bd-V 7 F

41Bd-V 8

Providing and fixing for 20 mm diameter Water meterwith non return valve including stainer, sockets / Unionnut and including water meter box making lockingarrangement and lock. (without chamber).Spec. No.: Bd. V. 7 Page No. 554

Providing and fixing for 25 mm diameter Water meterwith non return valve including stainer, sockets / Unionnut and including water meter box making lockingarrangement and lock. (without chamber).Spec. No.: Bd. V. 7 Page No. 554

Providing and fixing 40 mm diameter Water meter withnon return valve including stainer, sockets / Union nut andincluding water meter box making locking arrangementand lock. (without chamber).Spec. No.: Bd. V. 7 Page No. 554




Providing and fixing 15 mm dia screw down bib / stoptap of brass including necessary socket union nutcomplete.Spec. No.: Bd V. 8 Page No. 554

No.

No.

No.

No.

No.

No.

No.

1,695.00 60.00

2,898.00 68.00

4,114.00 68.00

6,680.00 80.00

8,930.00 85.00

14,350.00 95.00

150.00 10.00


121

42Bd-V 8 A

43Bd-V 8 B

44Bd-V 9

45Bd-V 9 A

46Bd-V 9 B

47Bd-V 9 C

48Bd-V 9 D

49Bd-V 9 E

50Bd-V 9 F



Providing and fixing screw down 15 mm dia wheeledstop tap of brass including necessary sockets / unionnut complete.Spec. No.: Bd V. 9 Page No. 555

Providing and fixing screw down for 20 mm dia wheeledstop tap of brass including necessary sockets / unionnut complete.Spec. No.: Bd V. 9 Page No. 555






No.

No.

No.

No.

No.

No.

No.

No.

No.

190.00 10.00

247.00 15.00

144.00 16.00

174.00 16.00

222.00 17.00

306.00 18.00

365.00 19.00

420.00 20.00

480.00 25.00


122

51Bd-V 9 G

52Bd-V 10

53Bd-V 10A

54Bd-V 10B

55Bd-V 10C

56Bd-V 11

57Bd-V 11A

58Bd-V 11B


Providing and fixing for 15 mm dia gun metal / brassstop tap with crutch / wheel including sockets / union nutand Brick Masonry chamber with locking arrangementand lock.Spec. No.: Bd V. 10 Page No. 555



Providing and fixing for 32 mm diameter gun metal /brass stop tap with crutch / wheel including sockets /union nut and Brick Masonry chamber with lockingarrangement and lock.Spec. No.: Bd V. 10 Page No. 555

Providing and fixing 15 mm dia. gun metal / brass stoptap with crutch / wheel including sockets / union nut andbox chamber with lock complete.Spec. No.: Bd V. 11 Page No. 555



No.

No.

No.

No.

No.

No.

No.

No.

522.00 29.00

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted


123

59Bd-V 11C

60Bd-V 12

61Bd-V 13

62Bd-V 14

63Bd-V 14A

64Bd-V 18

65Bd-V 19


Providing and fixing 100 mm dia chromium platedbrass showers rose to 15mm dia supply pipe includingnecessary bend and socket complete.Spec. No.: Bd V. 12 Page No. 556

Providing and fixing drinking fountain including basin,jet, self closing tap, stop tap for controlling the pressure,necessary galvanised iron pipe upto the outside of thewall, injet pipe and lead / galvanised iron pipe leading thewaste water from the basin up to the outside of the wall.Spec. No.: Bd V. 13 Page No. 556

Providing and fixing 15mm dia. concussion push buttontype brass / gun metal self - closing tap includingnecessary socket complete.Spec. No. Bd V. 14 Page No. 557

Providing and fixing for 25mm dia. concussion pushbutton type brass / gun metal self - closing tap includingnecessary socket complete.Spec. No. Bd V. 14 Page No. 557

Providing and fixing fittings and accessories such asball cock, overflow pipe with mosquito proof coupling, scourpipe, with plug, manhole, with cover and lockingarrangement, connecting pipes and embedding intake andout take pipes in to the R.C.C. water reservoir.Spec. No. Bd V. 18 Page No. 558

Providing and fixing 45 cm wide mild steel ladder of40mm x 6 mm mild steel flat stringers and steps of 18mmdia mild steel bar for water tank including fixing it in (1:2:4)M-15 cement concrete block 60cm x 30cm x 30 cm &painting the ladder complete.Spec. No.: Bd V. 19 Page No. 559

No.

No.

No.

No.

No.

No.

Rmt

Deleted

140.00 19.00

Deleted

178.00 29.00

219.00 30.00

1,196.00 335.00

490.00 27.00


124

66Bd-V 23

67Bd-V 23A

68Bd-V 24

69Bd-V 25

70Bd-V 26

Providing and fixing White Glazed Earthenware full stalltype Urinal with P.V.C. flushing cistern of 5 litres capacitywith fitting, inlet pipes and stop tap, brackets for fixingthe cistern, 32 mm dia P.V.C. flush pipe with fittings andflushing arrangement including lead soil pipe, lead trap,soil pipe connection upto the outside face of the wall.Spec. No.: Bd V. 23 Page No. 562

Providing and fixing coloured glazed Earthenware fullstall type Urinal with P.V.C. flushing cistern of 5 litrescapacity with fitting, inlet pipes and stop tap brackets forfixing the cistern, 32 mm dia P.V.C. flush pipe with fittingsand flushing arrangement including lead soil pipe, leadtrap soil pipe connection upto the outside face of the wall.Spec. No.: Bd V. 23 Page No. 562

Providing and fixing White Glazed Earthenware full stalltype Urinal with P.V.C. automatic flushing cistern of 5litres capacity with fitting, inlet pipes and stop tap bracketsfor fixing the cistern, 32 mm dia P.V.C. flush pipe withfittings and spreader arrangement including lead soil pipe,lead trap soil pipe connection upto the outside face of thewall.Spec. No.: Bd V. 24 Page No. 563

Providing and fixing group of two white Glazed Earth-enware full stall type Urinal with C.I. five litres capacityautomatic flushing cistern, fitting, brackets for fixing thecistern, P.V.C. flush pipe fittings and spreaders arrangementincluding lead trap and soil pipe connection upto the outsideface of the wall.Spec. No.: Bd V. 25 Page No. 563

Providing and fixing white glazed earthenware lippedflat back/corner type Urinal with P.V.C. 5 litres flushingcistern, with fitting, inlet pipe with stop tap, brackets forfixing the cistern, 32 mm diameter P.V.C. flush pipe withfittings including lead soil pipe, lead trap & soil pipeconnection upto the outside face of the wall.Spec. No.: Bd V. 26 Page No. 564

No.

No.

No.

No.

No.

3,864.00 175.00

4,440.00 175.00

deleted

deleted

1,846.00 175.00


125

71

Bd-V 27

72

Bd-V 28

73

Bd-V

74Bd-V

75Bd-V 29

Providing and fixing coloured glazed earthenware lipped

flat back/corner type Urinal with P.V.C. automatic

flushing cistern of 5 litres capacity with fittings, inlet pipe

with stop tap, brackets for fixing the cistern, P.V.C. flush

pipe with fittings including lead soil pipe, lead trap and

soil pipe connection upto the outside face of the wall.

Spec. No.: Bd V. 27 Page No. 564

Providing and fixing a group of two white glazed

earthenware lipped flat back type Urinal with cast iron

5/10 litres automatic flushing cistern with fittings, inlet

pipe and stop tap, brackets for fixing the cistern, P.V.C.

flush pipe with fittings including lead soil pipe, lead trap

and soil pipe connection up to the outside face of the

wall.


Providing and fixing a group of 3 white glazed earthenware

semi stall type Urinal with cast iron 10 litres capacity

automatic flushing cistern with fittings brackets for fixing

the cistern, lead flush pipes fittings and spreader

arrangements including lead soil pipe, lead trap and soil

pipe connections up to the outside face of the wall.

Spec. Bdv 28 Page No. 565

Providing and fixing a group of 4 white glazed earthenwaresemi stall type Urinal with cast iron 10 litres capacityautomatic flushing cistern with fittings brackets for fixingthe cistern, lead flush pipe fittings and spreaderarrangements including lead soil pipe, lead trap and soilpipe connection up to the outside face of the wall.Spec. No.: Bd V. 28 Page No. 565

Providing and laying 100 mm dia half round white glazedearthenware pipes in 1:5:10 cement concrete beddingincluding bends, etc. complete.Spec. No.: Bd V. 29 Page No. 565

No.

No.

No.

No.

Rmt

2,323.00 175.00

deleted

deleted

deleted

86.00 17.00


126

76Bd-V 30

77Bd-V 30A

78Bd-V 30B

79Bd-V 30C

80Bd-V 30 D

Providing and fixing white glazed earthenware Wash HandBasin of 55 cm. x 40 cm. size including cold water pillertap/cold and hot water piller tap brackets, rubber plugsand brass chain, stop tap and necessary pipe connectionsincluding P.V.C. waste pipe and trap upto the outside faceof the wall.Spec. No.: Bd. V. 30 Page No. 565

Providing and fixing coloured glazed earthenware WashHand Basin of 55 cm. x 40 cm. size including cold waterpiller tap/cold and hot water piller tap brackets, rubberplugs and brass chain, stop tap and necessary pipeconnections including P.V.C. waste pipe and trap uptothe outside face of the wall.Spec. No.: Bd. V. 30 Page No. 565

Providing and fixing white glazed earthenware Wash HandBasin of 45 cm. x 30 cm. size including cold water pillertap/cold and hot water piller tap brackets, rubber plugsand brass chain, stop tap and necessary pipe connectionsincluding P.V.C. waste pipe and trap upto the outside faceof the wall.Spec. No.: Bd. V. 30 Page No. 565

Providing and fixing coloured glazed earthenware WashHand Basin of 45 cm. x 30 cm. size including cold waterpiller tap/cold and hot water piller tap brackets, rubberplugs and brass chain, stop tap and necessary pipeconnections including P.V.C. waste pipe and trap uptothe outside face of the wall.Spec. No.: Bd. V. 30 Page No. 565

Providing and fixing white glazed earthenware WashHand Basin of 63 cm. x 45 cm. size including cold waterpiller tap/cold and hot water piller tap brackets, rubberplugs and brass chain, stop tap and necessary pipeconnections including P.V.C. waste pipe and trap uptothe outside face of the wall.Spec. No.: Bd. V. 30 Page No. 565

No.

No.

No.

No.

No.

2,041.00 510.00

2,082.00 510.00

1,742.00 510.00

1,910.00 510.00

2,075.00 510.00


127

81Bd-V 30 E

82Bd-V 31

83Bd-V 31 A

84Bd-V 32

85Bd-V 32A

86Bd-V 37

No.

No.

No.

No.

No.

R.Mt.

2,275.00 510.00

2,300.00 510.00

2,100.00 510.00

354.00 95.00

504.00 95.00

175.00 16.00

Providing and fixing coloured glazed earthenware WashHand Basin of 63 cm. x 45 cm. size including cold waterpiller tap/cold and hot water piller tap brackets, rubber plugsand brass chain, stop tap and necessary pipe connectionsincluding P.V.C. waste pipe and trap upto the outside faceof the wall.Spec. No.: Bd. V. 30 Page No. 565

Providing and fixing white glazed earthenware sink600mm x 200mm x 450mm including all connection of theG.I. supply and P.V.C. waste pipes upto the outside face ofthe wall, cold water chromium plated screw down bib tap,rolled steel or C.I. brackets, rubber plug with chain and stoptap complete.Spec. No.: Bd. V. 31 Page No. 566

Providing and fixing white glazed earthenware sink450mm x 200mm x 300mm including all connection of theG.I. supply and lead waste pipes upto the outside face ofthe wall, cold water chromium plated screw down bib tap,rolled steel or C.I. brackets, rubber plug with chain and stoptap complete.Spec. No.: Bd. V. 31 Page No. 566

Providing and fixing 8cm C.I. Nahani Trap including C.I.grating bend and piece of C.I. pipe upto the outside face ofthe wall complete.Spec. No.: Bd. V. 32 Page No. 567

Providing and fixing 10cm C.I. Nahani Trap including C.I.grating bend and piece of C.I. pipe upto the outside face ofthe wall complete.Spec. No.: Bd. V. 32 Page No. 567

Providing and laying 100mm diameter half round salt glazedstoneware pipes in brick masonry including fittings suchas bends, tees, single junction, necessary excavation andjointing complete.Spec. No.: Bd. V. 37 Page No. 571


128

87Bd-V 38

88Bd-V 39

89Bd-V 39 A

90Bd-V 39 B

91Bd-V 41

92Bd-V 41A

93

Bd-V 41B

Providing and fixing 15cm x 10cm salt glazed stonewaregully trap in cement concrete 1:4:8 outside the buildingincluding cast iron grating in the sink, connecting glazedstoneware pipe, brick masonry chamber with cast iron lidand cast iron grating for the gully trap.Spec. No.: Bd. V. 38 Page No. 572

Providing and laying 100 mm dia salt glazed stonewarepipe including fittings such as bends, tees, single junction,double junctions laying, jointing (including excavationand refilling the trenches) complete.Spec. No.: Bd. V. 39 Page No. 573

Providing and laying for 150 mm dia salt glazed stonewarepipe including fittings such as bends, tees, single junction,double junctions laying, jointing (including excavationand refilling the trenches) complete.Spec. No.: Bd. V. 39 Page No. 573

Providing and laying for 225 mm dia salt glazed S.W.pipe including fittings such as bends, tees, single junction,double junctions laying, jointing (including excavationand refilling the trenches) complete.Spec. No.: Bd. V. 39 Page No. 573

Providing and laying concrete pipes of I.S.NP. classof 100 mm diameter in proper line, level and slope includingnecessary collars, excavation, laying, fixing with collarsin cement mortar 1:1 and refilling the trench complete.Spec. No.: Bd. V. 41 Page No. 573

Providing and laying concrete pipes of I.S.NP. classof 150 mm diameter in proper line, level and slope includingnecessary collars, excavation, laying, fixing with collarsin cement mortar 1:1 and refilling the trench complete.Spec. No.: Bd. V. 41 Page No. 573

Providing and laying concrete pipes of I.S.NP. class of225 mm diameter in proper line, level and slope including

necessary collars, excavation, laying, fixing with collars

in cement mortar 1:1 and refilling the trench complete.


No.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

695.00 45.00

157.00 42.00

221.00 42.00

235.00 45.00

341.00 50.00

408.00 50.00

410.00 50.00


129

94

Bd-V 41C

95

Bd-V 43

96

Bd-V 43

97

Bd-V 43 A

98

Bd-V 43 A

Providing and laying concrete pipes of I.S.NP. classof 300 mm diameter in proper line, level and slope including

necessary collars, excavation, laying, fixing with collarsin cement mortar 1:1 and refilling the trench complete.


Providing & constructing Brick Masonry Inspection

Chamber 60 cm x 45 cm x 90cm including 1:4:8 cement

concrete foundation 1:2:4 cement concrete channels half

round G.S.W. pipes, Brick Masonry, plastering from inside

and airtight C.I. lid 65 kg with frame fixed in cement concrete

etc. complete.






and with frame fixed in cement concrete etc. complete

with R.C.C. Cover.






and C.I. Lid cover 75 kg with frame fixed in cement concrete.






and with frame fixed in cement concrete with R.C.C. cover.


R.Mt.

No.

No.

No.

No.

555.00 60.00

3,245.00 470.00

2,560.00 470.00

3,920.00 525.00

3,095.00 525.00


130

99

Bd-V 44

100

Bd-V 44

101

Bd-V 45

102

Bd-V 46

103Bd-V 59

104Bd-V 60 A

105Bd-V 60 B

Providing & constructing Brick Masonry Inspection trap

Chamber 90 cm x 45 cm including 1:4:8 C.C. foundation,

1:2:4 C.C. channels half round glazed stoneware pipe

channel, salt glazed stoneware intercepting trap with

rodding pipe set in 1:4:8 cement concrete block, brick

masonry plastering inside and outside, with C.I. Lead cover

with frame fixed in cement concrete.


Providing & constructing Brick Masonry inspection trap

Chamber 90 cm x 45 cm including 1:4:8 C.C. foundation,

1:2:4 C.C. channels half round glazed stoneware pipe

channel, salt glazed stoneware intercepting trap with

rodding pipe set in 1:4:8 cement concrete block, brick

masonry plastering inside and outside, fixed in cement

concrete with R.C.C. Cover.


Providing and fixing hume pipe septic tank 900mm

diameter with vent pipe and cap including necessary

(including excavation and laying)


Providing soak pit of size 120 cm x 120 cm x 120 cm

including excavating and filling with brick-bats.


Providing and fixing 450mm x 550mm size superiortype Belgium mirror with 16 mm dia. nickel plated towelrod etc. complete.Spec. : As directed by Engineer in charge.

Providing, laying & fixing P.V.C. pipe of 15mm dia.with fittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc. complete.Spec. No.: : As directed by Engineer in charge.

Providing, laying & fixing P.V.C. pipe of 20mm dia.with fittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc. complete.

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

No.

No.

No.

No.

No.

R.Mt.

R.Mt.

4,525.00 525.00

3,870.00 525.00

9,040.00 425.00

495.00 200.00

475.00 48.00

32.00 8.50

38.00 8.50


131

106Bd-V 60 C

107Bd-V 60 D

108Bd-V 60 E

109Bd-V 60F

110Bd-V 60G

111Bd-V 60H

112Bd-V 61

113Bd-V 64

Providing, laying & fixing P.V.C. pipe of 25mm dia.with fittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc. complete.Spec.: As directed by Engineer-in-charge.





Providing laying & fixing P.V.C. pipe of 110 mm dia.with fittings such as bends, tees, reducers, clamps, etc.including necessary excavation, trench filling etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing partition with kadappa stone ofall sizes and 25mm thick polished on both side and edgesto original including fixing in position in cement mortor1:4 curing polishing, cleaning etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing Orissa type white glazedearthenware 575 mm water closet pan including “S”trap with earthenware foot rests, cast iron soil and ventpipe upto outside face of the wall 1:2:4 brick bat limeconcrete bedding without flushing tank and itsaccessories etc. complete.Spec.: As directed by Engineer-in-charge.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

Sq.M.

No.

54.00 8.50

63.00 9.00

77.00 9.00

81.00 9.00

113.00 10.00

207.00 10.00

513.00 53.00

1,550.00 650.00


132

114

Bd-V 67

115

Bd-V 70

116

Bd-V 74

117

Bd-V 75

118

Bd-V 77

119

Bd-V 83

Providing and fixing chromium plated towel rod

16 mm dia and 75 cm. in length including all accessories

complete.


Providing and fixing half turn 25 mm dia gun metal

flushing cock including all accessories etc. complete.


Providing and fixing 1st class white glazed earthenware

“Orissa Type” W.C. Pan 580 mm dia including “P” or

“S” trap cast iron soil and vent pipe upto the outside face

of the wall (1:5:10) cement concrete bedding 15 mm thick

10 liter P.V.C. flushing cistern with all necessary pipe

connection etc.complete.


Providing and fixing European type white glazed

earthenware coupled closet symphonic trap with

symphonic low level white glazed 10 liters cistern with

black backlite seat with all necessary pipe connection

etc. complete.


Providing & fixing orissa type colour glazed earthenware

625 x 450 mm w.c. pan including trap, C.I. soil & vent

pipe upto the out side face of wall including 100mm. dia.

C.I. plug, bend, 15mm thick 10 litre PVC flushing cistern

with all necessary pipe connection etc. complete.


Providing & fixing 40 mm. dia Ball cock medium type

with PVC float including sockets & necessary fittings

and tested as per municipal requirements etc. complete.


No.

No.

No.

No.

No.

No.

95.00 10.00

345.00 22.00

2,820.00 610.00

2,818.00 570.00

3,594.00 570.00

460.00 25.00


133

120

Bd-V 84

121

Bd-V 96

122

Bd-V 102

Providing & fixing 15 mm. dia Ball cock medium type

with PVC float including sockets & necessary fittings and

tested as per municipal requirements etc. complete.


Renewing by Providing and fixing new Indian type

white glazed earthenware. 580 mm W.C. Pan with ‘P’

trap including C.C. or lime concrete bedding and making

good damages making connections to water supply and

drainage and making good the deficiencies if any.


Providing and fixing water meter with non return valve

with water meter chamber 1 M. x 0.5 M. size of brick

work in cement mortar 1:6 and 20 cm thick on the bed of

cement concrete 1:4:8 and 15 cm thick with necessary

excavation in all strata 20 mm thick cement plaster 1:3

proportion cast iron frame and cover and locking

arrangement with M.S. flat and locking including three

coats of oil paint of approved quality of cast iron frame

and cover and strainer complete. (15 mm. dia. water meter.)

Spec. No.: Bd V 6 Page No. 553

173.00 25.00

880.00 320.00

Deleted


134

Cleaning elevated water storage Reservoir within a given

period, by using bleaching powder at the rate of 14 gm/

sq.m. washing thrice potassium permanganate at the rate

of 2.50 gm/sq.m. finally, cleaning, washing by using nylon

brush, coir string and duster, bailing out water etc. complete.

i. Tank capacity upto 2,000 litre

ii. Tank capacity upto 2,001 to 5,000 litre

iii. Tank capacity upto 5,001 to 7,000 litre

iv. Tank capacity upto 7,001 to 10,000 litre

v. Tank capacity upto 10,001 to 15,000 litre

vi. Tank capacity upto 15,001 to 20,000 litre

vii. Tank capacity upto 20,001 to 30,000 litre

viii. Tank capacity upto 30,001 to 40,000 litre

ix. Tank capacity upto 40,001 to 50,000litre

x. Capacity 50,000 litre to one lakh

xi. Capacity above one lakh upto 4.00 lakh

xii. Capacity above 4.00 lakh upto 7.00 lakh

xiii. Capacity above 7.00 lakh upto 12.00 lakh.

( Note :- Capacity of tank to be calculated for area x

height between invert of outlet inlet pipe as per Bd-V-15-

5 of Std. Specification.)


Providing and fixing ___ mm dia stablilliser pipe/ P.V.C.

soil vent/waste pipe and with necessary fixtures and fitting

such as bends, tees, single junctions, slotted vent, clamps

etc. complete.


A) 75 mm diameter pipe

B) 100 mm diameter pipe

Per tank

Per tank

Per tank

Per tank

Per tank

Per tank

Per tank

Per tank

Per tank

1000 Litre

1000 Litre

1000 Litre

1000 Litre

R.Mt.

R.Mt

195.00 ---

268.00 ---

293.00 ---

390.00 ---

463.00 ---

683.00 ---

1,001.00 ---

1,170.00 ---

1,532.00 ---

25.00 ---

11.00 ---

9.00 ---

8.00 ---

300.0 7.50

450.00 7.50

123

Bd-V

124

Bd-V


135

Providing and fixing H.D.P Container one piece mouldedwater tank made out of high density Polyethyler and builtCorrugated inclusive delivery up to distination housting fixingof accesseries such as inlet ,outlet overflow pipe inclusiveof all Tanks Capacity between 200 litres to 1000 litresSpec. No.: As directed by Engineer in charge.

Providing and fixing H.D.P Container one piece mouldedwater tank made out of high density Polyethyler and builtcorrugated inclusive delivery up to distination housting fixingof accesseries such as inlet ,outlet overflow pipe inclusiveof all Tanks Capacity above 1000 literes to 20,000 litresSpec. No.: As directed by Engineer in charge.

NEW ITEM

Providing and fixing on walls/ceiling/floor 15 mm dia. CPVCpipe with necessary fittings, remaking good the demolishedportion etc. complete.Spec. No.: Bd.V 5 page 551 & as directed by Engineer-in-charge.





Litres

Litres

Rmt.

Rmt

Rmt

Rmt

Rmt

7.00 --

6.40 --

130.00 30.00

150.00 30.00

165.00 30.00

183.00 35.00

290.00 35.00

125Bd-V134A

125ABd-V134B

126Bd-V 5

127Bd-V 5A

128Bd-V 5B

129Bd-V 5C

130Bd-V 5D

136


131Bd-V 5E

132Bd-V 5A1

133Bd-V5AA

134Bd-V5 AB

135Bd-V5 AC

136Bd-V5 AD

137Bd-V5 AE

138Bd-V32 A


Providing and laying in trenches 15 mm dia. CPVC pipeincluding necessary excavation, fittings, refilling trenchesetc. complete.Spec. No.: Bd.V 5 page 551 & as directed by Engineer-in-charge.






Providing and fixing 10 cm PVC nahani trap with grating etc.complete.Spec. No.: Bd.V 32A page 551 & as directed by Engineer-in-charge.

Rmt.

Rmt

Rmt.

Rmt

Rmt.

Rmt

Rmt.

No.

330.00 40.00

128.00 32.00

145.00 35.00

160.00 35.00

180.00 38.00

280.00 38.00

325.00 38.00

195.00 85.00


137

139Bd-V

140Bd-V

141Bd-V 4

142Bd-V

Providing and fixing reinforced cement concrete cover ofsize 90 cm x 45 cm with frame over inspection chamber etc.complete.Spec. No.: As directed by Engineer in charge.a) Heavy duty (225 kg)

b) Medium duty (140 kg)

Providing and fixing reinforced cement concrete cover ofsize 60 cm x 45 cm with frame over inspection chamber etc.complete.Spec. No.: As directed by Engineer in charge.a) Heavy duty (160 kg)

b) Medium duty (100 kg)

Providing and making ISI Mark ferrule connection of ___mm dia. to water main including ferrule couplings cast ironbell mouth cover, b uilt in non return valve and fixing includ-ing excavation and reinstatement complete.Spec No. Bd. V.4 page No.551a) 15 milimeter diameter

b) 20 milimeter diameter

c) 25 milimeter diameter

d) 32 milimeter diameter

e) 40 milimeter diameter

f) 50 milimeter diameter

Providing and fixing stainless steel sink of size 600 x 510x 200 mm of Nirali or equivalent make including coupling,outlet pipe, elbow and other necessary fitting, finishing etc.complete.Spec. No.: As directed by Engineer in charge.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

No.

1,945.00 89.00

1,210.00 89.00

1,560.00 89.00

910.00 89.00

598.00 131.50

857.20 131.50

1327.35 131.50

2125.05 131.50

3028.30 131.50

5001.90 131.50

7600.00 840.00

Bd - W - 1 : MISCELLANEOUS


1Bd-W 2

2Bd-W 2A

3Bd-W 2B

4Bd-W 2C

5Bd-W 2D

6Bd-W 2E

Guniting by dry mix process as per IS 9012 (1978) toceiling sofit etc. in C.M. 1:3, 20 mm. thick under pressureof 2.1 kg to 2.8 kg per sq.cm. including forms, scaffolding,floating the surface, curing for 14 days etc. complete.(Excluding reinforcement)Spec. No.: Bd W. 2 Page No. 582




Guniting by dry mix process as per IS 9012 (1978) tobeams in C.M. 1:3, 20 mm. thick under pressure of 2.1kg to 2.8 kg per sq.cm. including forms, scaffolding, floatingthe surface, curing for 14 days etc. complete. (Excludingreinforcement)Spec. No.: Bd W. 2 Page No. 582

Guniting by dry mix process as per IS 9012 (1978) tobeams in C.M. 1:3, 25 mm. thick under pressure of 2.1kg to 2.8 kg per sq.cm. including forms, scaffolding, floatingthe surface, curing for 14 days etc. complete. (Excludingreinforcement)Spec. No.: Bd W. 2 Page No. 582

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

245.00 65.00

265.00 80.00

324.00 90.00

425.00 95.00

270.00 65.00

285.00 80.00

139


7Bd-W 2K

8

Bd-W 2 L

9

Bd-W 3

10

Bd-W 4

11

Bd-W 6

Guniting by dry mix process as per IS 9012 (1978) to thevertical surface (other than column) in C.M. 1:3, 20 mm.thick under pressure of 2.1 kg to 2.8 kg per sq.cm. includingforms, scaffolding, floating the surface, curing for 14 daysetc. complete. (Excluding reinforcement)Spec. No.: Bd W. 2 Page No. 582

Guniting by dry mix process as per IS 9012 (1978) to

vertical surface (other than column) in C.M. 1:3, 25

mm. thick under pressure of 2.1 kg to 2.8 kg per sq.cm.

including forms, scaffolding, floating the surface, curing

for 14 days etc. complete. (Excluding reinforcement)

Spec. No.: Bd W. 2 Page No. 582

Providing and erecting 1.5 metre high wire fencing

with seven rows of barbed wire supported on M.S. Angles

(50 mm x 50mm x 6mm) at 2.5 Metres, center to center

including excavating pits for foundation, fixing post 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.


Providing and erecting 1.5 metre high wire fencing with

seven rows of barbed wire supported on teak wood round

bullies post of 4” dia at 2.5 M C/C including excavating

pits for foundation, fixing post in cement concrete 1:4:8

block of concrete of size 45 x 45 x 45 cm., fastening the

wire and coal tarring wooden post in two coats etc.

complete.


Providing and fixing mild steel grill gate with angleiron frame 65 mm x 65 mm x 10 mm with iron bars at150 mm. C/C and diagonal flats as per the detailed drawing

including hinges, pivot block locking arrangement welding

riverting and oil painting of three coats of approved shade

Weight of gate 35 Kg/smt.

Spec. No.: Bd W 6 Page No. 585

Sq.M.

Sq.M.

R.M.

R.M.

Sq.M.

235.00 65.00

264.00 66.00

342.00 42.00

216.00 41.00

1,540.00 122.00

140


12Bd-W 7

13Bd-W8-2

14Bd-W8-4

15Bd-W8-5 A

16Bd-W8-5 B

17Bd-W8-5 C

18Bd-W8-8

19Bd-W8-9

20Bd-W8-10

Providing and fixing 90 cm. x 60 cm. ___ plate engraving10 cm. height letter, flgures including painting the letter/figures with approved colour and shade complete.Spec. No.: Bd. W. 7 Page No. 586

a) Marble year plate

b) Granite year plate

Removing double country tiled roof with ridge andwith battens and stacking the materials as directed withall leads and lifts complete including removing wood workbelow.Spec. No.: Bd. W. 8 Page No. 587

Removing planking from roof or ceiling and stackingthem as directed with all leads and lifts complete.Spec. No.: Bd. W. 8 Page No. 587

Removing Queen Post truss from roof and stackingthe materials as directed with all leads and lifts complete.Spec. No.: Bd. W. 8 Page No. 587

Removing King Post truss from roof and stacking thematerials as directed with all leads and lifts complete.Spec. No.: Bd. W. 8 Page No. 587

Removing Other type below 5 metres span from roofand stacking the materials as directed with all leads andlifts complete.Spec. No.: Bd. W. 8 Page No. 587

Dismantling flat wooden or A.C. sheet ceiling with framework including stacking the materials as directed with allleads and lifts complete.Spec. No.: Bd. W. 8 Page No. 587

Removing cloth ceiling including frame work and stackingthe materials as directed with all leads, lifts, complete.Spec. : As directed by Engineer in charge.

Dismantling brick masonry in Mud and stacking thematerials as directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

No.

No.

Sq.M.

Sq.M.

No.

No.

No.

Sq.M.

Sq.M.

Cu.M.

1,600.00 190.00

2,400.00 190.00

31.00 31.00

15.00 15.00

515.00 515.00

330.00 330.00

240.00 240.00

17.00 17.00

6.50 6.50

68.00 68.00

141


21Bd-W8-11

22Bd-W8-12

23Bd-W8-13

24Bd-W8-14

25Bd-W8-15

26Bd-W8-16

27Bd-W8-17

28Bd-W8-18

29Bd-W8-19

Dismantling brick masonry in lime or cement mortarand stacking the materials as directed with all leads lifts,complete.Spec.: As directed by Engineer-in-charge.

Dismantling stone masonry in mud including stackingthe materials as directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Dismantling stone masonry in lime or cement includingstacking the materials as directed with all leads lifts,complete.Spec.: As directed by Engineer-in-charge.

Removing lime or lean cement concrete includingstacking the spoils as directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing rich mix cement concrete including stackingthe spoils as directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing brick bat coba including stacking the spoilsas directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing doors and windows with frames and stackingthe materials as directed with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing ventilators and small windows with frameand stacking the materials with all leads lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing wooden or A.C. partition including frame workand stacking the materials as directed with all leads, lifts,complete.Spec.: As directed by Engineer-in-charge.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

No.

No.

Sq.M.

93.00 93.00

80.00 80.00

115.00 115.00

168.00 168.00

280.00 280.00

175.00 175.00

46.00 46.00

38.00 38.00

12.00 12.00

142


30Bd-W8-20

31Bd-W8-21

32Bd-W8-22

33Bd-W8-23

34Bd-W8-24

35Bd-W8-25

36Bd-W8-26

37Bd-W8-27

38Bd-W8-28

Removing teak wood trellis work with frame includingstacking the materials as directed with frame includingstacking the materials as directed with all leads, lifts,complete.Spec.: As directed by Engineer-in-charge.

Removing cement tiles, or marble or polished shahabadfloor or dado without bed concrete including stackingthe materials as directed with all leads, lifts, complete.Spec.: As directed by Engineer-in-charge.

Removing trap stone from floor without bed concreteincluding stacking the materials as directed with all leads,lifts, complete.Spec. : As directed by Engineer in charge.

Removing Shahabad or Tandur stones from floor without bed concrete including stacking the materials as directedwith all leads, lifts, complete.Spec. : As directed by Engineer in charge.

Dismantling wooden floor including beams and jointsstacking the materials as directed with all leads lifts,complete.Spec. : As directed by Engineer in charge.

Removing cement or lime plaster including disposingof the spoils as directed with all leads lifts, complete.Spec. : As directed by Engineer in charge.

Removing mud plaster including disposing of the spoilsas directed with all leads lifts, complete.Spec. : As directed by Engineer in charge.

Removing wire fencing with wooden post and stackingthe materials with all leads lifts, complete.Spec. : As directed by Engineer in charge.

Removing wire fencing with iron / C.C. fencing postsand stacking the materials as directed with all leads, lifts,complete.Spec. : As directed by Engineer in charge.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

R.M.

R.M.

10.00 10.00

13.00 13.00

Deleted

13.00 13.00

11.00 11.00

7.00 7.00

4.00 4.00

15.00 15.00

20.00 20.00

143


39Bd-W8-29

40Bd-W8-30

41Bd-W8-31

42Bd-W8-34

43Bd-W8-34

44Bd-W8-35

45Bd-W8-36

46Bd-W8-37

47Bd-W8-38

Removing iron pipe railing having wooden R.C.C. orC.C. or iron posts and stacking the materials as directed.Spec. : As directed by Engineer in charge.

Removing earthen, stoneware pipes and stacking themas directed with all leads lifts, complete.Spec. : As directed by Engineer in charge.

Removing cast iron or wrought iron or A.C. pipe andstacking them as directed with all leads lifts, complete.Spec. : As directed by Engineer in charge.

Dismantling the R.C.C. work 1:2:4 and sorting out thematerials such as steel etc. as directed and stacking themwith the specified leads as directed.Spec. : As directed by Engineer in charge.

Removing Np-2 and Np-3 class pipes including stackingat road side as directed by the Engineer in charge.

a) Upto 900 mm dia.

b) 900 mm dia and above.Spec. : As directed by Engineer in charge.

Removing single country tiled roof with battens andstacking the materials as directed with all leads and liftsetc. complete.Spec. : As directed by Engineer in charge.

Removing battens from roof and stacking them as directedwith all leads and lifts etc. complete.Spec. : As directed by Engineer in charge.

Removing matting from roof and stacking as directedwith all leads lifts etc. complete.Spec. : As directed by Engineer in charge.

Removing purlins from roof including stacking as directedwith all leads and lifts etc. complete.Spec. : As directed by Engineer in charge.

R.M.

No.

R.M.

Cu.M.

R.M.

R.M.

Sq.M.

R.M.

Sq.M.

R.M.

21.00 21.00

6.50 6.50

6.50 6.50

430.00 430.00

34.00 34.00

52.00 52.00

20.00 20.00

3.00 3.00

6.50 6.50

7.00 7.00

144


48Bd-W8-39

49Bd-W8-40

50Bd-W 9

51Bd-W 12

52

Bd-W 15

53

Bd-W 16

Removing rafters from roof including the materials asdirected with all leads and lifts etc. complete.Spec. : As directed by Engineer in charge.

Removing cloth partition with frame work and stackingthe materials as directed with all leads and lifts etc.complete.Spec. : As directed by Engineer in charge.

Providing and fixing Jute Kanthan (Tarat) screen to thescaffolding for external guniting as directed includingremoving the same after the work is over etc. complete.Spec. : As directed by Engineer in charge.

Providing and erecting chain link fencing 1:6 M. heightwith G.I. chain link of size 50 x 50 mm 8 guage thick andfixed 75 mm above Ground level vertical M.S. Angle of40 x 40 x 6 mm size embedded in C.C. block of 1 : 4 : 8mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with ironbar 16 mm dia as hold fast including welding link withangle frame at 30 cm c/c nuts and bolts and horizontalM.S. Angles at top and bottom of 25 x 25 x 5 mm sizeand vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontalincluding cross support of 40 x 40 x 6 mm Angles bothsides at every comer or bends embedded in concrete blocksof 1 : 4 : 8 of size 450 x 450 x 670 mm including 3 coatsof oil painting etc. complete.Spec. As directed by Engineer in charge.

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 of throwing the

unserviceable materials out side.


Removing W.C. Pans including disconnecting thesanitary and water supply connections, removing and

breaking flooring and bed concrete around pan removing

the same carefully and stacking the serviceable materials

as and where directed including of throwing theunserviceable materials out side.


R.M.

Sq.M.

Sq.M.

R.M.

No.

No.

6.00 6.00

5.50 5.50

27.00 8.50

1,348.00 104.00

28.00 28.00

62.00 62.00

145


54Bd-W 63

55Bd-W 64

56Bd-W 65

57Bd-W 66

58Bd-W 71

59Bd-W 91

Providing and erecting 1.2 meter high wire fencingwith five rows of barbed Wire supported on mild steelangle post including excavation of pits of foundation concretefixing the post in (1 : 4 : 8) cement concrete block andfastening the Wires.Spec. No. : Bdw-3, Page No. 583

Providing and fixing rain tattis with bamboos and karvegrass with 75 mm thick grass and removing the sameafter rain is over (size of bamboos 50 mm to 75 mm. diaand 3 M to 3.5 M. long)Spec. No.: As directed by Engineer in charge.

Providing and fixing grass chhapper (roof) withnecessary bamboos and karve frame with 75 mm thickgrass etc. removing the same after rain is over (size ofbamboos 50 mm to 75 mm. dia and 3 M to 3.5 M. long)Spec. No.: As directed by Engineer in charge.

Providing and fixing grass chhapper (roof) withnecessary bamboos and karve frame with 75 mm thickgrass etc. removing the same after rain is over (size ofbamboos 25 mm dia and 3 M to 3.5 M. long)Spec. No.: As directed by Engineer in charge.

Providing and fixing Bamboo Matting screen for partitionwith bamboo sticks.Spec. No.: As directed by Engineer in charge.

Providing and fixing lightening conductor systemcomprising of errecting Air-Termination consisting of tubularcopper rod of 25 mm dia. 1.2 mm thick with multiple pointshead 1.2 mt. long (Heavy Duty) welded or clamped to G.I.pipe pole ‘B’ Grade 50mm dia. of reqd length with M.S. roundbase plate 25 mm. dia and 10 mm. thick at bottom embededin cement concrete 1:3:6 foundation of size 45 cm dia x 45cm in Height and providing earthing with copper earth plateof size 60 x 60 x 0.3 cm with cadmium plated nut bolts tofix earthing stip burried in specially prepared earth pit 1.5meter below ground level with 40 kg charcoal and salt withalternate layers of charcoal and salt and G.I. pipe 40 mmdia 2 metre length burried in earth upto earthing plate remainingportion above ground level for watering and refilling complete.Spec. No.: Bd-W 1 page 581Note: Copper strip from Lightening conductor to pit is notconsidered in this item

R.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

No.

350.00 55.00

41.00 22.00

50.00 12.00

46.00 10.00

75.00 20.00

10,840.00 1,293.00

146


60

Bd-W 112

61Bd-W

62Bd-W

63Bd-W

64Bd-W

65Bd-W

Providing and fixing in position alluminium strips of

size 50 mm. x 3 mm for nosing the steps including fixing

with screws and raval plugs, bending and cutting to therequired shape and size, finishing with paint necessary

mortar bedding of 1:3 cement mortar to get exact line and

level including watering and curing etc. complete.


Providing preconstructional antitermite treatment as perI.S. 6313 (Part-II) by treating the bottom surface andsides for excavation clorophyriphoas/lendene at the rateof 5 liters of emulsion concentrates of 0.5 percent of Aldrinper square meter of surface area covering 10 yearsguarantee.Spec. No.: As directed by Engineer in charge.

Providing preconstructional antitermite treatment as perI.S. 6313 (Part-II) treatment by treating the backfill inimmediate contact with foundation at the rate of 7.5 litersof emulsion concentrates of 0.5 percent of Clorophyriphas/Hephoclore per square meter of vertical surface area covering10 years guarantee.Spec. : As directed by Engineer-in-charge.

Providing preconstructional antitermite treatment as perI.S. 6313 (Part-II) by treating the top surface of plinthfilling at the rate of 5 liters of emulsion concentrate of 0.5percent of Hephoclore per square meter of surface areacovering 10 years guarantee.Spec. : As directed by Engineer-in-charge.

Providing preconstructional antitermite treatment as perI.S. 6316 (Part-I) to the soil along the external face ofbuilding by punching holes of 1.2 of 1.5 C,M, diametreabout 30 percent of Clorophyriphas/20 E.C. Hephoclore atthe rate of 7.5 liters emulsion concentrate per hole and sealingthe same with proper filling & covering 10 years guarantee.Spec. : As directed by Engineer-in-charge.

Providing antitermite treatment to the wooden framesof doors/windows of the existing building as per I.S.6313 (Part-III) by drilling 6 mm dia. holes at four cornerson one side and four corners on other side at a down wardangle of about 45% at the junction of wood work and masonryand injecting 150 ml. of chlorodane 5% W.C. and sealingby filling putty etc. complete covering 2 years guarantee.Spec. : As directed by Engineer-in-charge.

R.Mt.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

PerFrame

122.00 25.00

35.70 ---

53.55 ---

35.70 ---

67.20 ---

25.70 ---

147


66Bd-W

67Bd-W

68Bd-W

69Bd-W

70Bd-W

71Bd-W

72Bd-W

Providing antitermite treatment to the joints of woodenbeams / joint used for the roof work of the existing buildingas per I.S. 6313 (Part-III) by drilling 6 mm dia. holes at adownward angle of about 45% at the junction of woodwork and masonry and injecting 80 ml. of chlorodane 5%W.C. and sealing by filling putty etc. complete covering 2years guarantee.Spec. No.: As directed by Engineer-in-charge.

Providing antitermite treatment to the sides of flooringof the existing building as per I.S. 6313 (Part-III) bypurching holes 6mm dia. drilled at a distance of 30 cm.centre to center and inhecting one percent of chlorodaneemulsion concentrate at the rate of 50 ml per hole andsealing by filling putty etc. complete covering 2 yearsguarantee.Spec. No. As directed by the Engineer-in-charge.

Providing antitermite treatment around the peripheryof the existing building as per I.S. 6313 (Part-III) byexcavating trenches of 20 cm. width and exposing thesides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsionconcentrate at the rate of 2.25 liters per Rmt. and refillingthe trenches etc. complete covering 2 years guarantee.Spec. No. As directed by the Engineer-in-charge.

Providing general pest control services to the buildingto control the nuisance of cockroaches, lizards pin boresand other insects etc. with 4 operations in a year andmonthly check up.Spec. No. As directed by the Engineer-in-charge.

Providing general pest control services to small sizeof inspection chamber to control the nuisance ofcockroaches during the year with monthly check up.Spec. No. As directed by the Engineer-in-charge.

Providing general pest control services to big size ofinspection chamber to control the nuisance of cockroachesduring the year with monthly check up.Spec. No. As directed by the Engineer-in-charge.

Labour charges for removing grass thorney shurbs, junglishurb Kubabul and a like grass along road side makingthe ground clean by showel and phavaras etc. complete.Spec. No. As directed by the Engineer-in-charge.

Per Joint

Per hole

R.Mt.

Sq.M.

No.

No.

Sq.M.

14.70 ---

7.80 ---

20.80 ---

11.45 ---

58.95 ---

120.95 ---

8.30 8.30

148


73Bd-W

74Bd-W

75Bd-W

76Bd-W

77Bd-W

78Bd-W

Removing grass gazer grass and disposing off out ofbuilding premises including making clean the ground byshowel and pharas etc. complete.Spec. No. As directed by the Engineer-in-charge.

Labour charges for applying two coats of alluminiumpaint for flag-post including preparing the surface andprimer coat etc. complete.Spec. No. As directed by the Engineer-in-charge.

Providing and fixing crimped wire G.I. mesh of size20mm x 20 mm 10 guage to iron angle frame includingwelding crimp mesh to angle frame and steel flat, fixingthe frame in its original position and oil painting etc.complete.(excluding cost of structural steel)Spec. No. As directed by the Engineer-in-charge.

Providing and fixing in position 165 mm thick thermocoleexpanded polyterine, insulating meterials of normal dutyin layers of 75 mm thick and 90 mm thick required eachhaving 16 grams / Ltr. density for ceilling / walls claddingof deep freeze including C.T.W. pegs, battens, providingand applying hot bitumen of 85/25 grade to the insulationincluding fixing alluminium foils as vapour burnor etc.complete as directed.Spec. No.: As directed by the Engineer-in-charge.

NEW ITEM

Dismantling existing brick bat coba in the W/C andtoilets including removing the dismantelled stuff outsidethe rooms, including stacking and cleaning surface etc.complete.Spec. No.: Bd.W.

Providing and erecting ‘Y’ type barbed wire fencing withseven rows of wire with 2.45mm dia G.I. Coil (Rezan/concentina wire 0.75mm dia) with hot dip and G.I. coatedhooks as per drawing supported on M.S. Angle 50 x 50 x6mm at 2.5 mtr. c/c including fixing and fastening withwire, painting M.S. Angles with one coat of red lead primerand two coat of oil paint etc. complete.

Sq.M.

No.

Sq.M.

Sq.M.

No.

Rmt.

2.45 2.45

210.00 210.00

550.00 50.00

1,412.00 ---

618.00 618.00

580.00 42.00

149


79Bd-W

Providing and fixing copper strip 25 mm wide and 3mmthick for lightening conductor including fixing with screwsrequired scaffolding etc. complete.Note: Item does not include lightening conductor and earthingpit.Spec. No.: Bd-W-1 Page No. 581 and as directed byEngineer-in-charge.

Rmt. 370.00 87.00

150

1BR 3 A

2BR 3 B

3BR 3 C

4BR 3 D

5BR 3 E

6BR 3 E

7BR 3 F

8BR 3 G

Excavation for foundation including shoring and strutingas necessary and disposing off excavated stuff as directedin earth, soils of all types, sand, gravel, soft murumetc. including dewatering.Spec. No.: BR. 3 Page No. 102

Excavation for foundation in hard murum includingshoring and strutting as necessary and disposing offexcavated stuff as directed including dewatering.Spec. No.: BR. 3 Page No. 102

Excavation for foundation in hard murum and bouldersincluding shoring and strutting as necessary and disposingoff excavated stuff as directed including dewatering.Spec. No.: BR. 3 Page No. 102

Excavation for foundation in soft rock including shoringand strutting as necessary and disposing off excavatedstuff as directed including dewatering.Spec. No.: BR. 3 Page No. 102

Excavation for foundation including shoring and struttingas necessary and disposing off excavated stuff as directedin hard rock (blasted).Spec. No.: BR. 3 Page No. 102

Excavation for foundation including shoring and struttingas necessary and disposing off excavated stuff as directedin hard rock (by controlled blasting).Spec. No.: BR. 3 Page No. 102

Excavation for foundation including shoring and struttingas necessary and disposing off excavated stuff as directedin hard rock chiselled and wedged or line drilled.(excluding dewatering).Spec. No.: BR. 3 Page No. 102

Excavation for foundation including shoring and struttingas necessary and disposing off excavated stuff as directedin laterite rock.Spec. No.: BR. 3 Page No. 102

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

135.00 135.00

153.00 153.00

187.00 187.00

337.00 337.00

472.00 315.00

480.00 315.00

795.00 795.00

480.00 470.00

187

BR : BRIDGE WORKS



9BR 3 G

10BR 4 A

11BR 4 B

12BR 4 C

13BR 4 D

14BR 4 D

Providing and fixing 25mm dia. steel anchor dowelin hard rock including drilling hole of 32 mm dia upto0.75 mtrs. depth, placing the dowel in position andeffectively grouting the hole with C.M. 1:1 proportionetc. complete.Spec. No.: As directed by Engineer-in-charge

Dewatering including diversion of stream providingcoffer dams bunds etc. as may be necessary for piersand abutments, foundation and other parts of the workand bailing out and pumping out water during and afterexcavation as required. a) AbutmentsSpec. No.: BR. 4 Page No. 103

Dewatering including diversion of stream providingcoffer dams bunds etc. as may be necessary for piersand abutments, foundation and other parts of the workand bailing out and pumping out water during and afterexcavation as required. b) PiersSpec. No.: BR. 4 Page No. 103

Dewatering including diversion of stream providingcoffer dams bunds etc. as may be necessary for piersand abutments, foundation and other parts of the workand bailing out and pumping out water during and afterexcavation as required. c) ReturnsSpec. No.: BR. 4 Page No. 103

Dewatering for foundation for 2 lane box wall or raftin sandy slushy area depth upto 3 mtr. using suitablepumps including cost of quotation transportation to sitefor any road and lift etc. complete.Spec. No.: BR. 4 Page No. 103 &As directed by Engineer-in-charge

-- do -- single laneSpec. No.: BR. 4 Page No. 103 &As directed by Engineer-in-charge

No.

No.

No.

No.

R.Mt.

R.Mt.

2,074.00 278.00

Deleted

Deleted

Deleted

Deleted

Deleted

188


15BR 4 A

16BR 4 B

17BR 5 A

NEW ITEMS

Dewatering including diversion of stream providingcoffer dams bunds etc. as may be necessary for piersand abutments, foundation and other parts of the workand bailing out and pumping out water during and afterexcavation as may be necessary for all items ofconstruction i.e. excavation bedding, soling, PCC andconcreting etc. complete.Spec. No.: BR. 4 Page No. 103

A) For all sorts of soil. For post monsoon flow. i) Abutment ii) Piers iii) Returns iv) Raft & Cut off walls

B) For all sorts of soil in perinnial river i) Abutment ii) Piers iii) Returns iv) Raft & Cut off walls

Dewatering on BHP basis by using water pumpincluding diversion of stream, providing coffer dams,earthern bunds etc. as may be necessary for foundationand other parts of the works and pumping out waterduring and after excavation as may be required.Note: Prior approval of Superintending Engineerwill be necessary to propose this item for any work.Spec. No.: BR. 4 Page No. 104, 105.

a) By using 3.0 BHP Pumpb) By using 5.0 to 9.0 BHP Pumpc) By using 10.0 to 19.0 BHP Pump

Providing & laying in situ M-10 cement concrete oftrap/granite/quartzite/gneiss metal in foundation includ-ing necessary bailing out water, compacting and curing.(including formwork, centering.) (Cement 4.05 bags/cu.m.)Spec. No.: BR. 5 Page No. 105 and B-7 Page No. 38

a) With natural sandb) With natural sand & crushed sand 50% each

Cu.M.Cu.M.Cu.M.Cu.M.

Cu.M.Cu.M.Cu.M.Cu.M.

HourHourHour

Cu.M.Cu.M.

123.00 38.00189.00 38.0057.00 38.00

151.00 38.00

294.00 90.00453.00 90.00136.00 90.00362.00 90.00

53.00 --71.00 --93.00 --

2,583.00 528.002,623.00 528.00

189


18BR 5B

19BR 6

20BR 8

21BR 9 A

22Br 9 B

23BR 10

Providing & laying in situ 1:3:6 cement concrete oftrap/granite/quartzite/gneiss metal in foundation includ-ing necessary bailing out water, compacting and curing.(including formwork, centering.) complete.Spec. No.: BR. 5 Page No. 105

a) With natural sand

b) With natural sand & crushed sand 50% each

Providing uncoursed rubble trap/granite/quartzite/gneiss stone masonry in cement mortar 1:5 for foundationof piers, abutments wings etc. including bailing out waterstriking joints and watering complete.Spec. No.: BR. 6 Page No. 105

Providing, fabricating, launching, floating andgrounding in position steel curbs for wells withnecessary steel bracings and steel cutting edges as shownin the detailed drawings. etc. complete.Spec. No.: BR. 8 Page No. 108

Providing & laying in situ M-10 c.c. of trap/granite/quartzite/gneiss metal in the hollow of the steel curbsincluding compacting by vibrating and curing complete(Cement 4.05 bags/cu.m.)Spec. No.: BR. 9 Page No. 109 and B-7 Page No.38



Providing and laying in situ 1:3:6 c.c. of trap/granite/quartzite/gneiss metal in the hollow of the steel curbsincluding compaction by vibrating and curing complete.Spec. No.: BR. 9 Page No. 109



Providing, fabricating & setting out Mild steel cuttingedges for R.C.C. well curbs as shown on the detaileddrawings.etc. complete.Spec. No.: BR. 10 Page No. 110

Cu.M.

Cu.M.

Cu.M.

M.T.

Cu.M.

Cu.M

Cu.M

Cu.M.

M.T.

2,533.00 528.00

2,573.00 528.00

1,688.00 506.00

52,133.00 6,268.00

2,679.00 520.00

2,719.00 520.00

2,629.00 520.00

2,669.00 520.00

49,230.00 3,236.00

190


24BR 13A

25BR 13 B

26BR 14

Providing & laying in situ M-20 R.C.C. of trap/granite/quartzite/gneiss metal in well steining including compactingby vibrating finishing and curing complete (excludingreinforcement and including shuttering). (Cement 6.90bags/cu.m.)Spec. No.: BR.13 Page No. 112 and B-7 Page No. 38



Providing & laying in situ M-25 rainfoeced cementconcrete of trap/granite/quartzite/gneiss metal in wellsteining including compacting by vibrating, finishing andcuring complete (excluding reinforcement and includingshuttering). (Cement 8.50 bags/cu.m.)Spec. No.: BR. 13 Page No. 112 and with additionalspecification for controlled concrete.



Sinking the wells for foundation through all strata, exceptrock which can be removed by grabing and chiselling softdisintegrated rock which required special efforts, includingblasting, large scale dewatering heavy chiselling, cuttingby pneumatic tools and all materials available to sink throughsuch strata including removal of obstacles and use ofnecessary plant and machinery divers etc. and properseating of the wells etc. complete.

i) Well Dia upto 5 metresii) Well Dia above 5 m and upto 6 metresiii) Well Dia above 6 m and upto 7 metresiv) Well Dia above 7 m and upto 8 metres

NOTES -(A) Depth upto 10 M. Add 30% extra for rate.(B) Depth upto 15M. Add 40% extra for rate.(C) Depth upto 20 M. Add 60% extra for rate.(D) Depth 20 M. & above 100% extra for rate.Spec. No.: BR. 14 Page No. 113

Cu.M.

Cu.M.

Cu.M.

Cu.M.

RM.RM.RM.RM.

3,477.00 415.00

3,519.00 415.00

3,957.00 415.00

3,999.00 415.00

34,130.00 15,350.0050,820.00 22,800.0065.120.00 29,300.0089740.00 40,380.00

191


27BR 14

28BR 16

29BR 16 A

30BR 17 A

31BR 17 B

32BR 18

33BR 19A

Extra charges for sinking of various dia. well foundationin hard rock encountered during sinking by chiselling inwater.Spec. No.: BR. 14A Page No. 113

Providing steel anchor dowels at the base of the wellincluding drilling holes of 60 mm dia. with cement mortar1:1 upto 2.5 M. depth in rock, placing the dowels in positionand effectively grounting the holes. (32 mm dia steel Rodof 4.0 m. length grouted upto 2.5 m. depth.)Spec. No.: BR. 16 Page No. 120

Providing steel anchor dowels through Steining ofthe wells, including drilling dia. 60 mm holes upto 2.5 M.depth in to rock, including placing dia. 32 mm steel Bars2.5 m. in the hole and 4.00 m. into staining and effectivelygrouting the hole with cement mortar 1:1 proportion andincluding provision of necessary ducts through staining.Spec. No.: BR. 16 Page No. 120

Providing & laying in situ M-15 C.C. of trap/granite/quartzite/gneiss metal for the bottom plugs of wells inthe dry condition including compacting and curing wherevernecessary. (Cement 5.90 bags/cu.m.)Spec. No.: BR. 17 Page No. 120 and BR 7 Page No.38a) With natural sandb) With natural sand & crushed sand 50% each

- - do - - under waterSpec. No.: BR. 17 Page No. 120 and BR 7 Page No.38a) With natural sandb) With natural sand & crushed sand 50% each

Providing and filling in well with sand / rubble andsand / single and sand including compaction between thetop and bottom plugs.Spec. No.: BR. 18 Page No. 122

Providing & laying in situ M-10 C.C. of trap/granite/quartzite/gneiss metal for top plug of wells includingcompaction by vibration and curing. (Cement 4.05 bags/cu.m.)Spec. No.: BR 19 Page No.123 & BR 7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Cu.M.

No.

No.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.

Cu.M.Cu.M.

1,014.00 1,014.00

5,000.00 356.00

5,300.00 411.00

3,170.00 585.003,210.00 585.00

3,393.00 585.003,432.00 585.00

560.00 136.00

2,649.00 540.002,689.00 540.00

192


34BR 24

35BR 25

36BR 26

37BR 27 a

Providing & laying in situ M-15 R.C.C. of trap/granite/quartzite/gneiss metal for R.C.C. well/pile cap includingnecessary formwork compaction by vibrating, finishingand curing complete (excluding reinforcement and includingshuttering). (Cement 5.90 bags/cu.m.)Spec. No.: BR 24 Page No. 124 & BR 7 Page No. 38



Providing coursed rubble trap/granite/quartzite/gneissstone masonry in cement mortar 1:4 for abutment,returns, wings, head walls etc. with khandki faces andrubble facing with struck joints for rubble backing includingscaffolding, bailing out water & watering masonry complete.Spec. No.: BR. 25 Page No. 125

Providing coursed rubble trap/granite/quartzite/gneissstone masonry in cement mortar 1:4 for piers withkhandki facing pointing with cement mortar 1:3 on allsides including cut and ease water necessary scaffolding,bailing out water and watering masonry completeSpec. No.: BR. 26 Page No. 127

Providing & laying M-10 cement concrete of trap/granite/quartzite/gneiss metal for cast in situ piers,abutments, returns, wings. etc. including compactingby vibrating and curing complete. (excluding finishing withcement plaster) including formwork and bailing out of water.(upto 4 m height). (Cement 4.05 bags/cu.m.)Spec. No.: BR. 27 Page No. 127 and BR 7 Page No. 38



Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

3,258.00 491.00

3,300.00 491.00

Deleted

Deleted

2,891.00 644.00

2,932.00 644.00

193


38BR 27A b

39BR 27B

40BR 27 C

41BR 29A

Providing & laying M-10 Cement Concrete of trap/granite/quartzite/gneiss metal for cast in situ piers, abutments,returns, wings. etc. including compacting by vibratingand curing complete. with plums 15 percent (excludingfinishing with cement plaster and dewatering) includingformwork and bailing out of water. (upto 4 m height). (Cement4.05 bags/cu.m.)Spec. No.: BR. 27 (a) Page No. 127 & BR 7 Page No. 38


Providing & laying M-15 Cement Concrete of trap granite/ quartzite gneiss / metal for cast in situ piers,abutments, returns, wings. etc. including compactingby vibrating and curing complete (excluding finishing withcement plaster) including formwork and bailing out of water.(upto 4 m height). (Cement 5.90 bags/cu.m.)Spec. No.: BR. 27 Page No. 127 & BR 7 Page No. 38


Providing & laying controlled M-20 Cement Concreteof trap / granite/quartzite/gneiss metal for cast in situpiers, abutments, returns, wings. etc. includingcompacting by vibrating and curing complete. (excludingfinishing with cement plaster) including formwork and bailingout of water. (upto 4 m height) (Cement 6.90 bags/cu.m.)Spec. No.: BR. 27 Page No. 127 and BR 7 Page No. 38


Providing & laying in situ M-20 controlled concreteof trap/ granite/quartzite/gneiss metal for R.C.C. capsover piers and abutments, with projection includingnecessary scaffolding formwork, compacting by vibrating,finishing and curing complete. (excluding reinforcementand including centering.) (Cement 6.90 bags/cu.m.)Spec. No.: BR. 29 Page No. 129 and BR. 7 Page No. 38


Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

2,735.00 644.002,775.00 644.00

3,446.00 644.003,488.00 644.00

3,747.00 644.003,788.00 644.00

3,636.00 491.003,679.00 491.00

194


42BR 29B

43BR 30

44BR 34 A

45BR 35

46BR 35 A

46 A

46 B

-- do -- without projection.Spec.No. : BR. 29 Page No. 129 and BR. 7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Providing & laying in situ M-25 controlled cementconcrete of trap/granite/quartzite/gneiss metal for the R.C.C.concrete block below the bearing including scaffoldingcompaction by vibrating, finishing and curing complete.(excluding reinforcement and including formwork.) (Cement8.50 bags/cu.m.)Spec. No.: BR. 30 Page No. 130 and BR. 7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Providing and fixing neoprene bearing as per detaileddrawings.Spec.: As directed by Engineer-in-charge.

Providing and cutting, bending, hooking, tieing in positionand laying mild steel bars for reinforcement as per detaileddrawings for R.C.C. works.Spec. No.: BR. 35 Page No. 134

Providing and cutting, bending, hooking, tieing in positionand laying H.Y.S.D. steel bar for reinforcement as perdetailed drawings for all R.C.C. works.Spec. No.: BR. 35 Page No. 134

-- do -- TMT - FE - 415

-- do -- TMT - FE - 500

Note :- i) Prior approval of S.E. will be necessary forItem No.44-B. ii) Steel to be used should be procured fromauthorised agents of main producers for item No. 43/44.

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.cm.

M.T.

M.T.

M.T.

M.T.

3,537.00 491.003,579.00 491.00

4,236.00 439.004,275.00 439.00

1.30 0.15

46,133.00 3,181.00

46,717.00 3,181.00

Deleted

48,117.00 3,181.00

195


47BR 35B a

48BR 35 B b

49BR 36 A

50BR 36 B

51BR 38 A 1

52BR 38 A 2

Providing and joining by mild / H.Y.S.D. steel reinforcementbars by bottle nuts including supplying and fitting themin position etc. complete. 25 mm. dia.Spec.: As directed by Engineer-in-charge.

Providing and joining by mild / H.Y.S.D. steel reinforcementbars by bottle nuts including supplying and fitting themin position etc. complete.32 mm. diaSpec.: As directed by Engineer-in-charge.

Providing welded joints for steel reinforcement barsfor 25 mm and 32 mm. diaSpec. No.: BR. 36 Page No. 134

Providing welded joints of steel reinforcement bars above32 mm dia.Spec. No.: BR. 36 Page No. 134

Providing & laying in situ M-20 controlled cementconcrete of trap/granite/quartzite/gneiss metal for theR.C.C. work including ramming, vibrating, finishing andcuring complete in solid/deck slab etc. (including formworkcentering, finishing in cement plaster and excludingreinforcement) (Height upto 4 m) (Cement 6.90 bags/cu.m.)Spec. No.: BR.38 (a) Page No.135 & BR. 7 Page No.38



Providing & laying in situ M-20 controlled cementconcrete of trap/granite/quartzite/gneiss metal for the R.C.C.work including ramming, vibrating, finishing and curingcomplete in main / cross girders, diaphragm etc. (includingformwork centering, finishing in cement plaster andexcluding reinforcement) (Height upto 4 m.) (Cement 6.90bags/cu.m.)Spec. No.: BR.38 (b & c) Page No.135 & BR.7 Pg.No.38



No.

No.

No.

No.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

432.00 252.00

542.00 252.00

126.00 97.00

131.00 97.00

4,250.00 1,054.00

4,290.00 1,054.00

4,363.00 1,054.00

4,403.00 1,054.00

196


53BR 38 C 1

54BR 38 D

55BR 38 D

56BR 43 A

57BR 43 A

58BR 43 B

Providing & laying in situ M-25 cement concrete oftrap/granite/quartzite/gneiss metal for the R.C.C. workincluding ramming, vibrating, finishing and curing completein solid/deck slab etc. (including formwork centering,finishing in cement plaster and excluding reinforcement)(Height upto 4 m) (Cement 8.50 bags/cu.m.)Spec. No.: BR.38 (b & c) Page No.135 & BR.7 Page No.38a) With natural sandb) With natural sand & crushed sand 50% each

Providing & laying in situ M-30 cement concrete oftrap/granite/quartzite/gneiss metal for the R.C.C. workincluding ramming, vibrating, finishing and curing completein main/cross girders, diaphragm. etc. (including formworkcentering, finishing in cement plaster and excludingreinforcement) (Height upto 4m.) (Cement 9.20 bags/cu.m.)Spec. No.: BR.38 (b & c) Page No.135 & BR.7 Page No.38a) With natural sandb) With natural sand & crushed sand 50% each

Providing & laying in situ M-30 cement concrete oftrap/granite/quartzite/gneiss metal for the R.C.C. workincluding ramming, vibrating, finishing and curing completein solid/deck slab etc. (including formwork centering,finishing in cement plaster and excluding reinforcement)(Height upto 4 m) (Cement 9.20 bags/cu.m.)Spec. No.: BR. 38 (a) Page No. 135 & BR.7 Page No.38a) With natural sandb) With natural sand & crushed sand 50% eachNote: For item Nos. 37, 38, 39, 40, 51, 52, 53, 54 and 55basic rates shall be increased for heights above 4.00mtrs in following manner:i) Add for height above 4 mtrs & upto 6 mtrs - 3%ii) Add for height above 6 mtrs & upto 8 mtrs - 7.5%iii) Add for height above 8 mtrs & upto 10 mtrs - 15%iv) Add for height above 10 mtrs & upto 20 mtrs - 20%

Providing M.S. plate expansion joints as per detaileddrawing No. 4 / D-1 of 1972 ‘B’ type.Spec. No.: BR. 43 Page No. 138

Providing Copper plate expansion joints as per detaileddrawing No. 4 / D-1 of 1972 ‘D’ type.Spec. No.: BR. 43 Page No. 138

Providing expansion joints with 25mm thickbitumi-nous pad as per detailed drawing.Spec. No.: BR. 43 Page No. 138

Cu.M.Cu.M.

Cu.M.Cu.M.

Cu.M.Cu.M.

R.M.

R.M.

Sq.M.

4,640.00 1,054.004,680.00 1,054.00

5,090.00 1,054.005,130.00 1,054.00

4,851.00 1,054.004,893.00 1,054.00

1,016.00 54.00

2,475.00 54.00

1,477.00 463.00

197


59BR 44

60BR 45

61BR 46

62BR 47 Aa

63BR 48

64BR 50 a

Providing coursed rubble trap/granite/quartzite/gneiss stone masonary in cement mortar 1:5 for HeadWalls with Khandki facing and cement pointing 1:3 forkhandki faces and rubble facing with struck joints for rubblebacking including scaffolding and watering masonarycomplete.Spec. No.: BR. 44 Page No. 139

Providing and laying in situ 1:4:8 cement concrete oftrap/granite/quartzite/gneiss metal for haunch fillingincluding compacting, curing complete.Spec. No.: BR. 45 Page No. 139a) With natural sandb) With natural sand & crushed sand 50% each

Providing trap / granite / quartzite / gneiss rubblefilling over haunches and arches including hand packing.Spec. No.: BR. 46 Page No. 140

Providing and laying in situ M-20 c.c. of trap/granite / quartzite / gneiss metal including compacting,finishing, curing and filling in joints with bitumen completefor wearing course 8 cm thick. (Cement 6.90 bags/cu.m.)Spec. No.: BR. 47 Page No. 140 and BR. 7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Providing vent holes 100 mm dia. G.I. pipe in the slaband wearing course with iron grill at the top and galvanisediron pipe at bottom as per drawing.Spec. No.: BR. 48 Page No. 142

Providing and laying in situ M-20 R.C.C. of trap granite/quartzite/ gneiss metal for RCC work, of ballast walls,kerbs, box returs etc. including scaffolding, compaction,formwork finishing and curing complete. (excludingreinforcement) (Cement 6.90 bags/cu.m.)Spec. No.: BR. 50 Page No. 143 and BR. 7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Cu.M.

Cu.M.Cu.M.

Cu.M.

Cu.M.Cu.M.

No.

Cu.MCu.M.

Deleted

2,100.00 349.002,140.00 349.00

450.00 80.00

3,528.00 508.003,568.00 508.00

384.00 27.00

4,026.00 1,037.004,068.00 1,037.00

198


65BR 51 A a

66BR 51 B

67BR 51 E a

68BR 55

69BR 56

70BR 57

Providing R.C.C. parapet with M-20 c.c. of trap/granite/quartzite/gneiss metal with cast in situ/precast panelsas per the detailed drawing including reinforcement,scaffolding, centering, formwork, compacting, finishing andcuring complete. (Cement 6.90 bags/cu.m.)Spec. No.: BR. 51 (a) Page No. 144 andBR. 7 Page No. 38

Providing railing of mild steel angle post 2M centre tocentre of section 75mm x 75 mm x 10mm or equivalent I/channel section of height 1.05 above bridge surface withminimum anchor length of 30cm including hold fast of25mm dia. M.S. bar welded at the bottom and concretingof 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of40mm ‘B’ class G.I. pipe provided at 30 on centre to centreincluding scaffolding and with one coat of anticorrosivepaint and over it two coats of oil painting, curing of concreteetc. complete.Spec. No.: BR.-51 (b) Page No. 145

Providing R.C.C. railing of cast in situ R.C.C. postswith M-20 c.c. of trap/granite/quartzite/gneiss metal andfor horizental and vertical member as per detailed drawingincluding reinforcement, scaffolding, centering, formwork,compaction, finishing and curing etc. complete.Spec. No.: BR. 51 (c) Page No. 145 and B-7 Page No. 38

Providing galvanised iron 100mm diameter waterspouts as per drawings.Spec. No.: BR 55 Page No. 150

Providing and fixing marble tablet of size anddescription as per detailed drawings including mouldedmarble / 1:2 cement mortar border.Spec. No.: BR. 56 Page No. 150

Providing trap/granite/quartzite/gneiss rubble fillingbehind the abutment, returns or wings.Spec. No.: BR. 57 Page No. 151

R.M

R.M

RM

No.

Sq.M.

Cu.M

837.00 300.00

2,025.00 116.00

1,647.00 107.00

538.00 105.00

3,500.00 912.00

450.00 80.00

199


71BR 59 a

72BR 59 a

73BR 62

74BR

75BR

76BR

Providing and casting special grade in M-35 controlledcement concrete for prestressed concrete work for maingirder including slab, cross girder etc. including centeringand scaffolding or launching including necessary plant &machinery for the job shuttering, vibrating, curing, finishingetc. complete. Precast/ cast in situ (Cement 10.20 bags/cu.m.)Spec. No.: BR.-38 Page No. 135 & with B.7 Page No. 38a) With natural sandb) With natural sand & crushed sand 50% each

Providing any laying in situ controlled grade of M-15of trap stone metal for R.C.C. works in cut off walls /curtain walls including necessary scaffolding, centeringcompacting by vibrator and finishing curing complete.(Cement 5.90 bags/cu.m.)Spec. No.: - As directed by Engineer-in-charge.


Providing 0.9 metre thick metal mat of rubble oversizemetal for specified thickness as per detailed drawingincluding supplying all materials hand packing rubblespreading metal and hard murum including watering andcompaction with power roller etc. complete.Spec. No.: - As directed by Engineer-in-charge.

Providing islands for laying steel curb or cutting edgeof wells upto 3 mtr. depth of standing water for two lanebridge.a) with earthb) sandSpec. No.: BR. 7 Page No. 107

Providing islands for laying steel curb or cutting edge ofwells upto 3 mtr. depth of standing water for single lanebridge.a) with earthb) sandSpec. No.: BR. 7 P. No. 107

Providing tar paper bearing pad including fixing etc.complete.Spec. No.: - As directed by Engineer-in-charge.

Cu.MCu.M

Cu.MCu.M.

Sq.M.

No.No.

No.No.

Sq.M.

5,671.00 942.005,721.00 942.00

3,486.00 644.003,526.00 644.00

475.00 75.00

1,20,000.00 16,310.00Deleted

90,000.00 11,906.00Deleted

88.00 45.00

200


77BR

78BR

79BR

80BR

81BR

82BR

83BR

Providing and fixing in position to exact profile and pre-stressing high tensile strands of specified ltimate strengthstandard end anchorages, cable ducts, grouting ducts afterprestressing and bearing plates with wedges as per detaileddrawings including necessary plant and machinery forprestressing etc. complete.a) For StrandSpec.: As directed by Engineer-in-charge.

Providing 30 c.m. deep sump in hard rock in wells.Spec.: As directed by Engineer-in-charge.

Providing epoxy mortar for repairs to the cracked piersgirders, etc. including chipping the loose and cracked concretecleaning rust by means of wire brush sand blasting andrebuilding the section giving minimum 3 days compressivestrength of 525/kg/cm2 with all materials, labour, equipmentetc. complete as directed.Spec.: As directed by Engineer-in-charge.

Providing and laying epoxy concrete using epoxy, finesand/course sand and trap metal in suitable proportion byweight including weighing, mixing placing compacting inclusiveof cleaning the surface by the wire brush, and sand blastingfor applying the tack coat of epoxy as directed and givingminimum 3 days compressing strength of 525 kg/cm2 includingnecessary form work with all materials, labour, centeringequipment etc. complete as directed.Spec.: As directed by Engineer-in-charge.

Providing epoxy coating in primer 2 coats to the stoneor concrete surfaces including cleaning by sand blastingbrushing cost of materials, machinery equipment scaffoldinglabour etc. complete as directed.Spec.: As directed by Engineer-in-charge.

Providing and injecting epoxy grout including structuringof crack in the body of slab girder by sand blasting fixinginlet tube arrangements including cost of materials, machineryrequired for the work, labour charges, etc. complete.Spec.: As directed by Engineer-in-charge.

Repairing of honey combed area, spalling area by chippingout the damaged spalled or honey combed portion of concreteupto behing rebars with rusting, cleaning of all rust, scaleand loose materials scaffolding compressed air, machineryetc. complete. (Note : Item includes use of air compressor,chipping machine and scaffolding for height of 8 to 10 meters)Spec.: As directed by Engineer-in-charge.

M.T.

Cu.M.

Cu.M.

Cu.M.

Sq.M.

Kg.

Sq.M.

1,49,102.00 3,573.00

563.00 148.00

1,32,000.00 ---

86,900.00 ---

440.00 ---

650.00 50.00

311.00 22.00

201


84BR

85BR

86BR

87BR

88BR

Providing and applying well mixed polymer cementslurry (polymer cement ratio 1:2) over well soaked butsurface dry concrete and steel rebar for adhesion of freshcement and sand mortar as per specification and as directedetc. compelete.( Note : Item included use of polymers like sikalatex orsimilar materials of relevant specification and scaffoldingfor height 8 to 10 meters.)Spec.: As directed by Engineer-in-charge.

Providing applying repair mortor of thickness as persite condition and in a mix of 1:3 (1 cement : 3 sand)over freshly applied polymer cement slurry including keepingupto 8 to 10 mm short of outer surfaces and scurryfyingthe exposed surface for mechanical bandage of polymermodified mortar as per specification complete.( Note : 4 layers of 20 mm thickness cement mortar andscaffolding included in this item.)Spec.: As directed by Engineer-in-charge.

Providing and laying polymer modified cement sandmortor in the proportion of 1 polymer 2 cement 6 smoothsilica sand over scurrified cement sand mortar in maximum12 mm thickness for finishing smooth upto the existingsurface of concrete as per specification etc. complete.( Note : Quartz sand is considered. The polymer consideredis of sikalatex similar type with relevant specifications.This item includes scaffolding required for height of 8 to10 meters.)Spec.: As directed by Engineer-in-charge.

Repairs to expansion joints by removing rich mix cementconcrete including stacking the spoil as directed with allleads, lifts near expansion joints etc.( Note : use of equipments like Air compressor is consideredin the item.)Spec.: As directed by Engineer-in-charge.

Providing and laying M-35 grade c.c. for R.C.C.jacketting around the piers etc. complete.( Note : This item includes jacketting to piers of existingbridge. This item includes scaffolding for height of 8 to10 meters.)Spec. No.: M.O.R.T & H 12.8, 1500, 1700 & 2100a) With natural sandb) With natural sand & crushed sand 50% each

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Cu.M.Cu.M.

385.00 22.00

Deleted ---

Deleted ---

1,636.00 118.00

4,810.00 942.004,840.00 942.00

202


89BR

90BR

91BR

92BR

Providing and injecting epoxy grout including structuringof cracks in the body of slab girder, fixing it inlet to bearrangement including cost of materials, machinery requiredfor the work labour charges etc.

( Note : 2 Kg. of grout is consider per hole. This itemincludes).Spec.: As directed by Engineer-in-charge.

Removing rich mix cement concrete including disposingoff the spoil as directed of complete.Spec.: As directed by Engineer-in-charge.

Providing Elastometic expansion joints as per detaileddrawing.Spec. No.: M.O.R.T. & H.

Providing M-30 R.C.C. cast in situ ________ boredpiles each of load capacity as per design and of specifieddiametre of as directed, placed through steel shell sunkto the required depth through all strata except rock,excluding providion of reinforcement including placingconcrete by tremie arrangement compaction of concreteand withdrawal of steel shall etc. complete.Spec. No.: BR-21 Page 124,MoRT&H-1100&1700.

No.

Cu.M.

Metre

1,017.00 119.00

Deleted ---

8,077.00 28.00

203

a) 450 mm dia R.M. 1,585.00 356.00b) 475 mm dia R.M. 1,642.00 366.00c) 500 mm dia R.M. 1,763.00 381.00d) 525 mm dia R.M. 1,881.00 394.00e) 550 mm dia R.M. 2,056.00 410.00f) 600 mm dia R.M. 2,305.00 443.00g) 625 mm dia R.M. 2,852.00 449.00h) 650 mm dia R.M. 2,980.00 479.00i) 750 mm dia R.M. 3,080.00 557.00j) 800 mm dia R.M. 3,342.00 602.00k) 825 mm dia R.M. 3,494.00 625.00l) 900 mm dia R.M. 4,431.00 697.00m) 975 mm dia R.M. 4,794.00 779.00n) 1000 mm dia R.M. 5,240.00 806.00o) 1050 mm dia R.M. 5,739.00 862.00p) 1100 mm dia R.M. 6,413.00 873.00q) 1200 mm dia R.M. 6,555.00 1,056.00r) 1500 mm dia R.M. 10,969.00 1,515.00

204

a) 450 mm dia R.M. 1,609.00 353.00b) 475 mm dia R.M. 1,668.00 366.00c) 500 mm dia R.M. 1,788.00 381.00d) 525 mm dia R.M. 1,907.00 394.00e) 550 mm dia R.M. 2,078.00 410.00f) 600 mm dia R.M. 2,330.00 443.00g) 625 mm dia R.M. 2,878.00 449.00h) 650 mm dia R.M. 3,004.00 479.00i) 750 mm dia R.M. 3,104.00 557.00j) 800 mm dia R.M. 3,366.00 602.00k) 825 mm dia R.M. 3,519.00 625.00l) 900 mm dia R.M. 4,456.00 697.00m) 975 mm dia R.M. 4,818.00 779.00n) 1000 mm dia R.M. 5,265.00 806.00o) 1050 mm dia R.M. 5,513.00 862.00p) 1100 mm dia R.M. 6,838.00 873.00q) 1200 mm dia R.M. 7,613.00 1,056.00r) 1500 mm dia R.M. 10,995.00 1,515.00


93BR

94BR

Providing M-35 R.C.C. cast in situ ________ bored pileseach of load capacity as per design and of specified diametreof as directed, placed through steel shell sunk to the requireddepth through all strata except rock, excluding providion ofreinforcement including placing concrete by tremiearrangement compaction of concrete and withdrawal of steelshall etc. complete.Spec. No.: BR-21 Page 124,MoRT&H-1100,1600&1700.

Providing, placing and driving in position 6 mm thickpermanent M.S. liner upto required depth with 12 mm thickM.S. cutting edge of 0.5 metre length of bottom includingfabricating, cutting the M.S. sheet to required diametre andshape, welding the joints and driving with the help of requiredmachineries including all matrials, labour and lift etc.complete.Spec No.: MORT&H C.I. 4th Revision No. 1204&1904.

Tonne 52,997.00 5,781.00

CD : CROSS DRAINAGE WORKS


1

CD 1

2CD 3 A

3

CD 3 B

4

CD 4

5

CD 6

Providing rubble filling of trap / granite / quartzite /

gneiss stones foundations including hand packing filling

gravel / sand in the voids etc. complete.

Spec. No.: CD. 1 Page No. 159

Providing & laying in situ cement concrete of 1:3:6proportion with trap / granite / quartzite / gneiss metal infoundation including necessary formwork compacting and

curing etc. complete.

Spec. No.: CD 3 Page No. 160



Providing & laying in situ cement concrete of 1:4:8proportion with trap / granite / quartzite / gneiss metal infoundation including necessary formwork compacting and

curing etc. complete.




Providing trap / granite / quartzite / gneiss rubble stonepaving 15 cm. thick in 1:3 cement mortar over a beddingof 15 cm. thick cement concrete 1:4:8 proportion with

trap / granite / quartzite / gneiss metal including striking

joints and watering complete.


Providing uncoursed rubble trap / quartzite / gneissstone masonry in cement mortar 1:5 for piers, abutments,wings, returns, headwals, parapet etc. including striking

joints of the non exposed faces and pointing the exposed

faces with cement mortar 1 : 3 including scaffolding and

watering masonary complete including bailing out of water.


Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Sq.M.

Cu.M.

588.00 148.00

2,581.00 519.00

2,620.00 519.00

2,125.00 492.00

2,165.00 492.00

816.00 246.00

1,688.00 506.00

183


6CD 7A A

7CD 7 B A

8CD 8

Providing and laying cement concrete pipe of I.S.NP-2 class of required diameter in proper line, level &

slope including providing, fixing collars in cement mortar

1:2, curing complete.


(a) 450 mm. Dia.

(b) for 600 mm. Dia.

(c) for 800 mm. Dia.

(d) for 900 mm. Dia.

(e) for 1000 mm. Dia.

f) for 1200 mm. Dia.

Providing and laying cement concrete pipe of I.R.S.NP-3 class of required dia. in proper line, level & slopeincluding providing, fixing collars in cement mortar 1:2,curing complete.Spec. No.: CD. 7 Page No. 162

a) for 600 mm. Dia.

b) for 800 mm. Dia.

c) for 900 mm. Dia.

d) for 1000 mm. Dia.

e) for 1200 mm. Dia.

Providing cast in situ block of 1:3:6 cement concretewith circular or other shaped opening for waterway includingnecessary formwork, compaction, finishing and curingcomplete. (Cement 4.05 bags/Cu.m.)Spec. No.: CD. 8 Page No. 163


R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

R.M.

Cu.M.Cu.M.

1,044.00 144.00

1,652.00 154.00

2,670.00 168.00

3,241.00 219.00

3,699.00 258.00

5,351.00 277.00

2,683.00 197.00

4,514.00 210.00

4,856.00 275.00

5,402.00 321.00

7,486.00 345.00

2,784.00 519.002,829.00 519.00

184

Note:- Pipes considered at Sr. No.6 & 7 are to be brought from approved unit of M.S.S.I.D.C.


9CD 13

10CD 14

11CD 15 A

12CD 15 B

13CD 27

Providing and laying in situ 1:4:8 cement concrete oftrap / granite / quartzite / gniess metal for haunch fillingincluding forms, compacting, curing and scaffoldingcomplete. (Cement 3.20 bags / cu.m.)Spec. No.: CD. 13 Page 167



Providing selected hard murum filling including layingin layers of 15 cm. to 20 cm. watering and compactingcomplete.Spec. No.: CD. 14 Page No. 167

Providing and laying in situ M-15 cement concrete oftrap / granite / quartzite / gneiss metal including compactingfinishing in C.M. 1:2 prop. curing and filling joints withbitumen complete for wearing course 8 cm. thick(excluding reinforcement) (Cement 5.90 bags/Cu.m.)Spec. No.: CD. 15 Page No. 168 & B-7 Page -38

Providing and laying in situ M-15 cement concrete oftrap / granite / quartzite / gneiss metal includingcompacting, finishing, curing and complete for approachslab (excluding reinforcement) (Cement 5.90 bags / cu.m.)Spec. No.: CD. 15 Page No. 168 & B-7 Page -38



Providing & fixing stream lined R.C.C. guard stoneincluding (1:2:4) M 15 c.c. and mild steel bar reinforcement.complete.Spec. No.: CD. 20 Page No. 169

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

No.

2,100.00 492.00

2,140.00 492.00

285.00 120.00

Deleted

3,122.00 507.00

3,163.00 507.00

330.00 68.00

185

186


14CD

15CD

NEW ITEMS

Providing cast in situ C.C.1:3:6/M-10 cement concretedfor head walls of C.D. work/ retaining walls etc. includingnecessary form work, compaction finishing and curingcomplete. (Cement 4.05 bags / cu.m.)Spec. No.: CD. 8 Page 163



Providing and casting in situ plain cement concrete1:2:4 of trap metal for coping to head walls/ parapet includingcentering, form work, compaction and curing etc. complete.Spec. No.: Bd-E-7



Cu.M.

Cu.M.

Cu.M.

Cu.M.

2,670.00 519.00

2,708.00 519.00

3,170.00 492.00

3,210.00 492.00

M.O.R.T. & H. - BITUMINOUS CONSTRUCTION


1

2

3

Prime coat(Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including clearingof road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means.)Spec. No.: M.O.R.T. & H - 502

Providing and applying tack coat on the prepared surfaceheating by fames in roller and spraying bitumen with sprayset footed in bitumen boller on B.T. surfaceSpec. No.: M.O.R.T. & H.- 503

1) 60/70 Bulka) 3 Kg/10 Sq.M.b) 5 Kg/10 Sq.M.

2) 80/100 Bulka) 3 Kg/10 Sq.M.b) 5 Kg/10 Sq.M.

Bituminous Macadam(Providing and laying bituminous macadam with 40-80 TPHhot mix plant producing an average output of 35 tonnesper hour using crushed aggregates of specified gradingpremixed with bituminous binder, transported to site, laidover a previously prepared surface with paver finished tothe required grade, level and alignment and rolled as perclause 501.6 and 501.7 to achieve the desired compaction.)Spec. No.: M.O.R.T. & H - 504

50 / 75 mm compacted thickness with 3.3 % Bitumenfor Grading (40 mm nominal size)

i) 60/70 Gradeii) 30/40 Grade

Sq.M.

Sq.M.Sq.M.

Sq.M.Sq.M.

.

Cu.M.Cu.M.

23.00 0.11

14.00 0.1123.00 0.11

13.65 0.1122.00 0.11

4,213.00 20.354,370.00 20.35

177

178


4

5

Built-Up-Spray Grout(Providing, laying and rolling of built-up-spray grout layerover prepared base consisting of a two layer compositeconstruction of compacted crushed coarse aggregates usingmotor grader for aggregates, key stone chips spreadermay be used with application of bituminous binder aftereach layer and with key aggregates placed on top of thesecond layer to serve as a Base conforming to the line,grades and cross-section specified the compacted layerthickness being 75 mm) excluding cost of prime / tackcoat.Spec. No.: MORT & H - 506

i) using 60 / 70 bulk

ii) using 30 / 40 bulk

Dense Graded Bituminous Macadam(Providing and laying 40 mm thick dense bituminousmacadam with 40 - 60 TPH batch type HMP producing anaverage output of 35 tonnes per hour using crushedaggregates of specified grading, premixed with bituninousbinder @ 4.25 % by weight of totak mix of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheelad, vibratoryand tandem rollers to achieve the desired compaction asper MORTH specification clause No. 507 excluding costof prime / tack coat.Spec. No.: MORT & H - 507

i) 60 / 70 Bulk with stone dust filler

ii) 30 / 40 Bulk with stone dust filler

Sq.M.

Sq.M.

Cu.M.

Cu.M.

189.00 0.66

196.00 0.66

5,334.00 21.40.

5,546.00 21.40

179


6

7

Semi - Dense Bituminous Concrete

(Providing and laying 25 mm thick semi dense bituminous

concrete with 40-60 TPH batch type HMP producing an

average output of 35 tonnes per hour using crushed

aggregates of specified grading, premixed with bituminous

binder @ 4.5 mix and filler, transporting the hot mix to

work site with a hydrostatic paver finisher with sensor

control to the required grade, level and alignment, rolling

with smooth wheeled, ordinary rollers to achieve the desired

compaction as per MORTH specification clause No. 508

complete in all respects.) excluding primer / tack coat.

Spec. No.: M.O.R.T. & H. - 508

With ordinary roller

i) 60 / 70 Bulk with stone dust filler

ii) 30 / 40 Bulk with stone dust filler

Bituminous Concrete

(Providing and laying 40 mm thick bituminous concrete

with 40-60 TPH batch type hot mix plant producing an

average output of 35 tonnes per hour using crushed

aggregates of specified grading, premixed with bituminous

binder @ 5 % of mix and cement filler, transporting the

hot mix to work site, laying with a hydrostatic paver finisher

with sensor control to the required grade, level and alignment,

rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per MORTH

specification clause No. 509 complete in all respects.)

Spec. No.: M.O.R.T. & H. - 509

i) 60 / 70 Bulk with cement filler

ii) 30 / 40 Bulk with cement filler

Cu.M.

Cu.M.

Cu.M.

Cu.M.

5,566.00 21.40

5,791.00 21.40

6,463.00 21.84

6,718.00 21.84

180


8

9

Open Graded Premix Surfacing

(Providing, laying and rolling of open graded premix surfacing

of 20 mm thickness composed of 13.2 mm to 5.6 mm

aggregates either using penetration grade bitumen or cut-

back or emulsion to required line, grade and level to serve

as wearing course on a previously prepared base, including

mixing in a suitable plant, laying and rolling with a smooth

wheeled roller 8-10 tonne capacity finished to required

level and grades on B.T. Surface excluding coat of primer

/ tack coat.

Spec. No.: M.O.R.T. & H.- 511

a) using 60 / 70 grade bulk asphalt.

b) using 30 / 40 grade bulk asphalt.

Providing & laying open graded premix carpet of 25 mm

thick with specified graded crushed aggregates for wearing

course including loading of aggregates with F.E. loader,

heating bindeer & aggregates in hot mix plant 30 / 40

tonnes transporting the mixed material with tipper & laying

with paver finisher to the required level & grade, rolling

with power roller 8 - 10 tonnes excluding cost of tack coat

Spec. No.: M.O.R.T. & H.- 511

i) 60 / 70 grade bitumen with 80/100 tack coat

ii) 30 / 40 grade bitumen with 80/100 tack coat

Sq.M.

Sq.M.

Sq.M.

Sq.M.

84.00 0.41

87.00 0.41

142.00 0.51

147.00 0.51


10

11

12

13

Seal Coat(Providing and laying seal coat seeling the voids in abituminous surface laid to the specified level and crossfall using Type A and B seal coats)Spec. No.: M.O.R.T. & H. - 513a) Type A i) Using 60 / 70 bulk

ii) Using 80 / 100 bulk

b) Type B (Providing and laying of premix send sealcoat with HMP of appropriate capacity not less than 75tonnes / hours using crushed stone chipping 6.7 mm sizeand penetration bitumen of suitable grade.) i) Using 60 / 70 bulk

ii) Using 80 / 100 bulk

Providing and applying thermo plastic reflectivepaint of any colour or compound for trafic lane strips100 mm wide and 3 mm. thick of Pigment 10% on cleandry and good road surface with 10% glass beads, 20%binder, 10% extender and 60% of filler material as perM.O.S.T. Specification No. 803.4Spec. No.: M.O.S.T. & H 513

Providing and painting centre line/dashes arrows etc.in two coats on new/old work with ready mix road markingpaints confirming to I.S. 164 on Bituminous surface includingcleaning the surface demarking of site and traffic controlledinvolved (10 cm wide)Spec. No.: M.O.R.T. & H. - 803i) New surface

ii) Old surface

Providing and applying zebra painting of pedestrainon the carriage way with approved road marking paint intwo coats etc. (10 cm wide)i) New surface

ii) Old surface

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Rmt

Rmt

Sqm

Sqm

49.00 0.12

48.00 0.12

35.00 0.10

34.00 0.10

660.00 82.00

7.25 3.40

6.00 3.40

72.00 34.00

60.00 34.00

181

Rd : ROAD WORKS

151


1

Rd 1 A

2

Rd 1 B

3

Rd 1 C

4

Rd 1 D

5

Rd 2

6Rd 3

7Rd 4

Cutting down trees including trunks and branches and

stacking the material neatly with a lead of 50 m. as directed

with girths above 30cm. to 60cm.

Spec. No.: Rd. 1 Page No. 179











with girths above 180cm.


Excavation for roadway in earth, soil of all sorts, sand,

graval or soft murum including dressing section to the

required grade, camber and side slopes and conveying

the excavated materials with all lifts upto a lead of 50m.

and spreading for embankment or stacking as directed.

Spec. No.: Rd 2 Page No. 180

Excavation for roadway in hard murum including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all lifts uptoa lead of 50m. and spreading for embankment or stackingas directed.Spec. No.: Rd 3 Page No. 183

Excavation for roadway in hard murum and bouldersincluding dressing section to the required grade, camberand side slopes and conveying the excavated materialswith all lifts upto a lead of 50m. and spreading forembankment or stacking as directed.Spec. No.: Rd 4 Page No. 184

No.

No.

No.

No.

Cu.M.

Cu.M.

Cu.M.

270.00 270.00

360.00 360.00

680.00 680.00

1,150.00 1,150.00

70.00 70.00

75.00 75.00

80.00 80.00


8Rd 5

9Rd 6

10Rd 7

11Rd 7

12Rd 8

13Rd 9 A

13A

14Rd 9 B

14 A

Excavation for roadway in soft rock, including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all lifts uptoa lead of 50m. and spreading or stacking as directed.Spec. No.: Rd 5 Page No. 184

Excavation for roadway in hard rock, by blasting includingdressing section to the required grade, camber and sideslopes and conveying the excavated materials in all liftsupto a lead of 50m. and spreading or stacking as directed.Spec. No.: Rd 6 Page No. 185

Excavation for roadway in hard rock by controlledblasting including dressing section to the required grade,camber and side slopes and conveying the excavatedmaterials with all lifts upto a lead of 50m. and spreadingfor embankment or stacking as directed.Spec. No.: Rd 7 Page No. 186 & As directed by Engineerin charge.

-- do -- hard rock by wedging & chiselling or line drilling.Spec. No.: Rd 7 Page No. 186

Excavation for roadway in laterite rock including dressingsection to the required grade, camber and side slopesand conveying the excavated materials with all lifts uptoa lead of 50m. and spreading or stacking as directed.Spec. No.: Rd 8 Page No. 186

Excavation for catch / side water gutter in strata to thespecified section including stacking the excavated stuffin regular bund and disposing of unsuitable or excess stuffas directed all sorts of soils.Spec. No.: Rd 9 Page No. 187

-- do -- By mechanical means

Excavation for catch / side water gutter in strata to thespecified section including stacking the excavated stuffin regular bund and disposing of unsuitable or excess stuffas directed Hard murum.Spec. No.: Rd 9 Page No. 187

-- do -- By mechanical means

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

140.00 140.00

300.00 250.00

375.00 300.00

495.00 495.00

300.00 300.00

80.00 80.00

50.00 6.00

90.00 90.00

55.00 6.00

152


15Rd 9 C

16Rd 9 D

17Rd 9 D

18Rd 9 E

19Rd 10

20Rd 10 A

21Rd 11

Excavation for catch / side water gutter in strata to thespecified section including stacking the excavated stuffin a regular bund and disposing of unsuitable or excessstuff as directed Soft rock.Spec. No.: Rd 9 Page No. 187

Excavation for catch / side water gutters in strata tothe specified section including stacking the excavatedstuff in a regular bund by chiselling and wedging anddisposing of unsuitable or excess stuff as directed Hardrock.Spec. No.: Rd 9 Page No. 187

Excavation for catch / side water gutter in strata to thespecified section including stacking the excavated stuffin a regular bund ,and disposing of unsuitable or excessstuff as directed Hard rock.Spec. No.: Rd 9 Page No. 187

Excavation for catch / side water gutters in strata tothe specified section including stacking the excavatedstuff in a regular bund and disposing of unsuitable or excessstuff as directed Hard murum and boulder.Spec. No.: Rd 9 Page No. 187

Watering and compacting of embankment formed ofmaterials obtained from the road cutting, within a lead of50 m. to 95% of standard proctor density after layingthem in layers of 20 cm. to 30cm. with power roller.Spec. No.: Rd 10 Page No. 187

Watering and compacting of embankment formed ofmaterials obtained from the road cutting, within a lead of50 m. to 100% of standard proctor density after layingthem in layers of 20 cm. to 30cm. with power roller.Spec. No.: Rd 10 Page No. 187

Conveying materials obtained from road cutting includingall lifts, laying in layers of 20 cm. to 30 cm. (about 8” to12”) breaking clods, dressing to the required lines, curves,grade and section, watering and compaction to 100% ofstandard proctor density for a lead of 50 to 300 m.inclusive from the site of excavation to the site of depositionas directed.Spec. No.: Rd 11 Page No. 189

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

175.00 175.00

550.00 500.00

375.00 204.00

105.00 105.00

34.00 12.50

40.00 11.60

60.00 17.00

153


22Rd 11 A

23Rd 11 B

24Rd 11 B

25Rd 12

26Rd 12

27Rd 12 A

Conveying materials obtained from road cutting includingall lifts, laying in layers of 20 cm. to 30 cm. breakingclods, dressing to the required lines, curves, grades andsection, watering and compacting to 95% of standardproctor density for a lead of over 50 to 300 m. inclusivefrom the site of excavation to the site of deposition asdirected.Spec. No.: Rd 11 Page No. 189

Conveying materials obtained from road cuttingincluding all lifts, laying in layers of 20cm. to 30 cm. breakingclods, dressing to the required lines, curves grades andsection watering and compacting to 95% of standardproctor density for a lead of 300m to 500m. inclusive,from the site of excavation to the site of deposition asdirected.Spec. No.: Rd 11 Page No. 189

-- do -- 100% Proctor density -- do --Spec. No.: Rd 11 Page No. 189

Providing earth work in embankment with approvedmaterials obtained from departmental land or othersources upto lead of 50 m. including all lifts laying inlayers of 20 cm to 30cm. thickness breaking clods, dressingto the required lines curves, grade & section, wateringand compaction to 95% of standard proctor density .(By Modern Machinary)Spec. No.: Rd 12 Page No. 189

Providing earth work in embankment with approvedmaterials obtained from departmental land or other sourcesupto lead of 50 m. including all lifts laying in layers of 20cm to 30cm. thickness breaking clods, dressing to therequired lines curves, grade & section, watering andcompaction to 95% of standard proctor density completewith power roller.Spec. No.: Rd 12 Page No. 189

Providing earth work in embankment with approvedmaterials obtained from departmental land or other sourcesupto lead of 50 m. including all lifts laying in layers of20cm to 30cm. thickness breaking clods, dressing to therequired lines curves, grade & section, watering andcompaction to 100% of standard proctor density complete.

with Power Roller.


Cu.M.

Cu.M.

Cu.M

Cu.M.

Cu.M.

Cu.M.

56.00 17.00

65.00 17.00

,

70.00 16.00

160.00 67.00

150.00 68.00

165.00 91.00

154


28Rd 12 A

29Rd 13

30Rd 14

31Rd 15 A

32Rd 15 B

33Rd 16

Providing earth work in embankment with approvedmaterials obtained from departmental land or othersources upto lead of 50 m. including all lifts laying inlayers of 20cm to 30cm. thickness breaking clods, dressingto the required lines curves, grade & section, wateringand compaction to 100% of standard proctor densitycomplete with Modern Machinary


Providing earth work in embankment with approvedmaterials obtained from Departmental land or othersources including all lifts laying in layers of 20cm to 30cm.thickness breaking clods, dressing to the required linescurves, grade, section, watering and watering andcompacting with power roller complete.


Preparing embankment with approved materials obtainedfrom the cutting within a lead of 50m. including layingin layers of 20cm to 30cm. breaking clods, dressing tothe required lines curves, grade, section, watering andcompacting with power roller complete.Spec. No.: Rd 14 Page No. 195

Preparing embankment with approved materials obtainedform the road cutting including laying in layers of 20cmto 30cm. breaking clods, dressing to the required lines,curves, grades and section watering and compacting withpower roller for a lead of over 50m. to 300 m. inclusive,from the site of excavation to the site of deposition asdirected.Spec. No.: Rd 15 Page No. 195

Preparing embankment with approved materials obtainedfrom the road cutting including laying in layers of 20cmto 30cm. breaking clods, dressing to the required lines,curves, grades and section and compacting with powerroller for a lead of over 300m. to 500 m. inclusive, fromthe site of excavation to the site of deposition as directed.Spec. No.: Rd 15 Page No. 195

Earthwork in embankment with approved materialsobtained from departmental land or other sourcesincluding in all lifts and leads, laying in layers of 15cm. to20 cm. breaking clods and dressing to the required lines,curves, grades and section.Spec. No.: Rd 16 Page No. 195

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

170.00 96.00

135.00 94.00

25.00 14.00

32.00 8.00

35.00 6.00

60.00 45.00

155


34Rd 17

35Rd 18

36Rd 18 B

37Rd 19

38Rd 19 A

39Rd 19 B

40Rd 19 C

41Rd 20

Laying materials obtained from road cutting in layers,breaking clods, dressing to the required lines, grades andsection for embankment within a lead 50 m.


Conveying materials obtained from road cuttingincluding all lifts, laying in layers, breaking clods, dressingto the required lines, curves, grades and section for alead of over 50m to 300 m. from the site of excavationto the site of deposition as directed.Spec. No.: Rd 18 Page No. 197

Conveying materials obtained from road cuttingincluding all lifts, laying in layers, breaking clods, dressingto the required lines, curves, grades and section for alead of over 300 m to 500 m. from the site of excavationto the site of deposition as directed.Spec. No.: Rd 18 Page No. 197

Supplying 15 cm. to 23 cm. trap/granite/quartzite/gneissstone rubble at the quarry site for soling includingconveying & stacking complete. By blasting.Spec. No.: Rd. 19 Page No. 197

Supplying 15 cm. to 23 cm. trap/granite/quartzite/gneissstone rubble at the quarry site for soling includingconveying & stacking complete. By breaking boulders.Spec. No.: Rd. 19 Page No. 197

Supplying 80 mm. trap / granite / quartzite / gneiss stonemetal at the quarry site for filling the voids in the soling,including conveying and stacking complete. By blasting.Spec. No.: Rd. 19 Page No. 197

Supplying 80 mm. trap / granite / quartzite / gneiss stonemetal at the quarry site for filling the voids in the soling,including stacking complete. By breaking boulders.Spec. No.: Rd. 19 Page No. 197

Supplying 60 mm. trap / granite / quartzite / gneiss stoneover size metal at the quarry site, including stackingcomplete by blasting.Spec. No.: Rd. 20 Page No. 200

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

11.00 11.00

22.00 8.00

25.00 6.00

205.00 45.00

203.00 45.00

230.00 66.00

225.00 66.00

240.00 79.00

156

157


42Rd 20 A

43Rd 22

44Rd 22 A

45Rd 23

46Rd 24

47Rd 25

48Rd 26

49Rd 27

50Rd 28

51Rd 29

Supplying 60 mm. trap / granite / quartzite / gneiss stoneover size metal at the quarry site, including conveyingand stacking complete by breaking boulders.Spec. No.: Rd. 20 Page No. 200

Supplying 40mm. trap/granite/quartzite/gneiss stonemetal hand broken at the quarry site, including conveyingand stacking complete, by blasting.Spec. No.: Rd. 22 Page No. 201

Supplying 40mm. trap/granite/quartzite/gneiss stonemetal at the quarry site, including conveying and stackingcomplete by breaking boulders.Spec. No.: Rd. 22 Page No. 201

Supplying hard murum/kankar at the quarry site,including conveying and stacking complete.Spec. No.: Rd. 23 Page No. 202

Supplying soft murum at the quarry site, includingconveying and stacking complete.Spec. No.: Rd. 24 Page No. 203

Supplying sand at the quarry site, including conveyingand stacking complete.Spec. No.: Rd. 25 Page No. 203

Supplying gravel at the quarry site, including conveyingand stacking complete.Spec. No.: Rd. 26 Page No. 203

Laying 15cm. to 23 cm. trap / granite / quartzite / gneissrubble soling including hand packing with rubble chipscomplete excluding cost of materials.Spec. No. Rd 27 Page No. 204

Spreading gravel / sand / soft murum / hard murumcomplete.Spec. No.: Rd 28 Page No. 205

Spreading 40/60 mm metal including sectioning complete.Spec. No.: Rd 29 Page No. 205

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

235.00 82.00

250.00 110.00

245.00 116.00

115.00 49.00

110.00 45.00

400.00 148.00

220.00 77.00

40.00 40.00

25.00 25.00

32.00 32.00


52Rd 33

53Rd 33 B

54Rd 33C

55Rd 35

56Rd 35

57Rd 35 A

58Rd 35 A

59Rd 38

59ARd 38

Picking the road surface including sectioning complete.(WBM surface)Spec. No.: Rd 33 Page No. 208

Picking the road surface including sectioning complete.(BTsurface)Spec. No.: Rd 33 Page No. 208

Picking the road surface including sectioning complete.(Murum surface)Spec. No.: Rd 33 Page No. 208

Compacting the subgrade / gravel / size metal (100mmloose) layers with power roller including necessary, labour,materials and artifical watering complete.Spec. No.: Rd 35 Page No. 209

Compacting the subgrade / gravel / size metal (100mmloose) layers with power roller including necessary, labour,materials and artifical watering complete with vibratoryroller.Spec. No.: Rd 35 Page No. 209

Compacting the subgrade / gravel / over size metal /(200mm loose) layers with power roller includingnecessary, labour, materials and artifical watering complete.Spec. No.: Rd 35 Page No. 209

Compacting the subgrade / gravel / over size metal /(200mm loose) layers with power roller includingnecessary, labour, materials and artifical watering completewith vibratory roller.Spec. No.: Rd 35 Page No. 209

Compacting the hard murum / kankar (upto 200mmloose) with power roller including artifical watering complete.Spec. No.: Rd 38 Page No. 210

Compacting the hard murum / kankar (upto 200mmloose) with vibratory roller including artifical wateringcomplete.Spec. No.: Rd 38 Page No. 210

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

6.00 6.00

12.00 12.00

Deleted

8.50 2.00

9.50 2.00

9.50 2.00

10.50 2.00

2.40 1.00

3.50 1.00

158


60Rd 40

61Rd 41A

62Rd 41

63Rd 41 C

64Rd 41 D

65Rd 41 E

66Rd 41 F

67Rd 41 G

Compacting the hard murum side widths layers oneach side with power roller including artifical wateringcomplete.Spec. No.: Rd 40 Page No. 211

Supplying crushed metal above 25 mm to 40 mm. oftrap/granite/quartzite/gneiss stone metal at the quarrysite including conveying and stacking for use in bituminousroad surface.Spec. No.: Rd 41 Page No. 215

Supplying crushed metal 25 mm trap / granite / quartzite/gneiss stone aggregate at the quarry site includingconveying quarry site including conveying and stackingfor use in bituminous road surfaceSpec. No.: Rd-41 Page No. 215

Supplying 20 mm. of trap/granite/quartzite/gneiss stoneaggregate at the quarry site including conveying andstacking for use in bituminous road surface.Spec. No.: Rd 41 Page No. 215

Supplying 12 mm. of trap/granite/quartzite/gneiss stonemetal at the quarry site including conveying and stackingfor use in bituminous road surface.Spec. No.: Rd 41 Page No. 215

Supplying 10 mm (about 3/8 inch) of trap/granite/quartzite/gneiss stone metal at the quarry site including conveyingand stacking for use in bituminous road surface.Spec. No.: Rd 41 Page No. 215

Supplying 6 mm trap/granite/quartzite/gneiss stoneaggregate at the quarry site including conveying andstacking for use in bituminous road surface.Spec. No.: Rd 41 Page No. 215

Supplying stone dust of trap/granite/quartzite/gneiss stoneat the quarry site including conveying and stacking foruse in bituminous road surface.Spec. No.: Rd 41 Page No. 215

Sq.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

Cu.M.

3.00 1.00

370.00 211.00

400.00 211.00

410.00 215.00

410.00 215.00

410.00 215.00

410.00 215.00

300.00 31.00

159


68Rd 45

69Rd 46

70Rd 49

71Rd 50

72Rd 51

73Rd 52

74Rd 53

75Rd 54

Laying 50 mm thick Semi grout bituminous road surfaceincluding preparing the existing road surface, laying therequired thickness of metal layer, heating and sprayingbitumen, spreading chips and laying seal coat completeexcluding cost of stone aggregate, bitumen and compaction.(with bouzer)Spec. No.: Rd 45 Page No. 221

Compacting 50mm thick Semi grout surface with powerroller including labour, use of plant etc. complete.Spec. No.: Rd 46 Page No. 222

Laying 25mm. thick Premix Bituminous Carpetincluding preparing and cleaning the base, heating bitumenapplying tack coat at specified rate mixing bitumen andchips in a bitumen mixer and laying the carpet layerscomplete without seal coat excluding cost of stoneaggregate, bitumen and compaction.Spec. No.: Rd 49 Page No. 225

Compacting 25mm thick premix bituminous carpetwith power roller, including labour, use of plant etc.complete.Spec. No.: Rd 50 Page No. 226

Laying 20 mm thick premix bituminous carpet includingpreparing and cleaning the base, heating bitumen, applyingtack coat at specified rate mixing bitumen and chips in abitumen mixer and laying the carpet complete. withoutseal coat excluding cost of stone aggregate, bitumen andcompaction.Spec. No.: Rd 51 Page No. 227

Compacting 20mm thick premix bituminous carpet withpower roller including labour, use of plant etc. complete.Spec. No.: Rd 52 Page No. 220

Laying single coat surface dressing including cleaningthe road surface, heating and applying bitumen to the roadsurface. spreading chips etc. complete excluding cost ofstone chips, bitumen and rolling. (using bulk bitumen.)Spec. No.: Rd 53 Page No. 228

Rolling the single coat bituminous surface and dressingof road with a power roller including labour and use ofpaint complete.Spec. No.: Rd 54 Page No. 229

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

160

161


76Rd 55

77Rd 55 A

78Rd 56

79Rd 57

80Rd 57A

81Rd 58

82Rd 60

Laying two coat bituminous surface dressing includingcleaning the road surface, heating and applying bitumento the road surface and spreading chips complete excludingcost of stone chips, bitumen and rolling. (using drum asphalt.)Spec. No.: Rd 55 Page No. 230

Laying two coat bituminous surface dressing includingcleaning the road surface, heating and applying bitumento the road surface and spreading chips complete excludingcost of stone chips, bitumen and rolling.(using bulk bitumen)Spec. No.: Rd 55 Page No. 230

Rolling two coat bituminous surface dressing with apower roller including labour use of paint etc. complete.Spec. No.: Rd 56 Page No. 231

Laying bituminous liquid seal coat to black top surfaceincluding preparing the existing road surface, heating andapplying bitumen and spreading chips complete excludingcost of stone chips bitumen and rolling.(using drum asphalt)Spec. No.: Rd 57 Page No. 231

Laying bituminous liquid seal coat to black top surfaceincluding preparing the existing road surface, heating andapplying bitumen and spreading chips complete excludingcost of stone chips bitumen and rolling. (using bulk asphalt)Spec. No.: Rd 57 Page No. 231

Rolling the bituminous liquid seal coat with a powerroller including labour use of paint complete.Spec. No.: Rd 58 Page No. 232

Providing 50 mm thick semi grount bituminous roadsurface including supplying all materials preparing theexisting road surface, laying the required thickness of metallayer, heating & spraying bitumen spreading chips layingseal coat & compacting complete.Spec. No.: Rd 60 Page No. 232

i) Using Bulk Bitumen grade 60/70ii) Using Bulk Bitumen grade 30/40

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.Sq.M.

Deleted

Deleted

Deleted

Deleted

Deleted

Deleted

240.00 29.00250.00 29.00


83Rd 60

83A

84Rd 62 a

85Rd 62 b

Providing and laying bituminous bound macadamsurface 75 milimetre thick including supplying all materialsspreading trap metal layers and key aggregate heatingand spraying bitumen at the rate of 200 kg/100 sq.mt.and compaction with power roller including applying tackcoat at 50 kg. per 100 sq.mt. etc. complete (without sealcoat) excluding 20 mm metal.Spec. No.: As directed by Engineer-in-charge

i) Using Bulk Bitumen grade 60/70 on WBM without tackcoatii) Using Bulk Bitumen grade 60/70 on BT with tack coat

Providing and laying 50 mm thick compacted BBM onexisting B.T. surface including throughly cleaning thesurface by using mechanical brooom or approved equipmentas directed by Engineer in charge providing and applyingtack coat of 50kg/100 sqm. as per MORTH column.No.503and immediately spreading 40 mm size hand broken metalat the rate of 6 cum/100 sq.m. by making panels compactingit suitable till it forms the stable surface and spreadingbitumen at the rate of 175 kg/100 sqm. using sprayersattached to the bouzer, spreading 12 mm metal at therate of 1.80 cum/100 sqm. and final compaction with powerroller etc. complete and finishing in accordance with therequirement in close confirmity with grate lines, crosssection and thickness as per approved drawing etc. completeas directed by Engineer in charge. (using bulk asphalt60/70 grade).

Providing 25 mm thick premix bituminous carpetincluding supplying all materials preparing and cleaningthe base, heating bitumen, applying tack coat at specifiedrate mixing hot bitumen and chips, laying the carpet layerand compacting complete. On WBM.Spec. No.: Rd 62 Page No. 233

i) Using Bulk Bitumen grade 60/70ii) Using Bulk Bitumen grade30/40

Providing 25 mm thick premix bituminous carpetincluding supplying all materials preparing and cleaningthe base, heating bitumen, applying tack coat, at specifiedrate mixing hot bitumen and chips, laying the carpet layerand compacting complete. On B.T.Spec. No.: Rd 62 Page No. 233

i) Using Bulk Bitumen grade 60/70ii) Using Bulk Bitumen grade 30/40

Sq.M.

Sq.M.

Sq.M.

Sq.M.Sq.M.

Sq.M.Sq.M.

150.00 16.00

170.00 16.00

125.00 12.00

158.00 16.00164.00 16.00

138.00 15.00143.00 15.00

162


86Rd 63 Aa

87Rd 63 A b

88Rd 64 A

89Rd 64B

Providing 20 mm thick premix bituminous carpetincluding supplying all materials preparing and cleaningthe base, heating bitumen, applying tack coat at specifiedrate mixing hot bitumen and chips, laying the carpet andcompacting complete. On WBM.Spec. No.: Rd 63 Page No. 233

1) Using Bulk Bitumen grade 60/70


Providing 20 mm thick premix bituminous carpetincluding supplying all materials preparing and cleaningthe base, heating bitumen, applying tack coat at specifiedrate mixing hot bitumen and chips, laying the carpet layerand compacting complete. On B.T.Spec. No.: Rd 63 Page No. 233



Providing single coat surface dressing includingsupplying all materials cleaning the road surface, heatingand applying bitumen to the W.B.M. road surface, spreadingchips, use of tools, plant and equipments and rollingcomplete.Spec. No.: Rd 64 Page No. 233



Providing single coat surface dressing includingsupplying all materials cleaning the road surface, heatingand applying bitumen to the black topped road surface,spreading chips, use of tools and equipments and rollingcomplete.Spec. No.: Rd 64 Page No. 233



Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M.

Sq.M

130.00 14.00

135.00 14.00

110.00 13.00

115.00 13.00

90.00 10.00

95.00 10.00

61.00 9.00

64.00 9.00

163


90Rd 66

91Rd 70

92Rd 70A

93Rd 73

94Rd 74

95Rd 75

96Rd 77

Providing bituminous liquid seal coat to black topsurface, including supplying all materials, including all leads,preparing existing road surface, heating and applyingbitumen (98.00 Kg./ 100 Sqm.) spreading chips and rollingcomplete. (by using bulk asphalt)Spec. No.: Rd 66 Page No. 233

i) Using Bulk Bitumen grade 60/70

ii) Using Bulk Bitumen grade 30/40

A) Providing and fixing trap / granite / quartzite / gneissguard stone / indicator stones / boundary stones ofstandard size and shape including fixing in block ofstandard size of 1:4:8 cement concrete, white washingetc. complete.Spec. No.: Rd 70 Page No. 244

B) -- do -- in ground and white washing etc complete

Providing and fixing M-15 R.C.C. guard stone, indicatorstone/boundary stones of standard size and shape includingfixing in C.C.1:4:8 and white washing etc. complete.Spec. No.: Rd 70 Page No. 244

Providing dry rubble stone pitching 23cm. (about 9”)thick.Spec. No.: Rd 73 Page No. 246

Providing dry / trap / granite / quartzite / gneiss rubblestone masonry.Spec. No.: Rd 74 Page No. 247

Labour for metal patch repairs including preparingsurface, adding required quantity of metal, murum, watering,ramming complete.Spec.: As directed by Engineer-in-charge.

Labour for filling pot holes with premix asphalt chipscleaning the road surface with wire brushes & gunny bags,applying tack coat, spreading mixture hand ramming orlight compacting with power roller conveying material tothe site of work (excluding cost and of material fuel &heating asphalt) etc. complete.Spec.: As directed by Engineer-in-charge.

Sq.M.

Sq.M.

No

No.

No.

Sq.M.

Cu.M.

Sq.M.

Sq.M.

51.00 6.00

52.00 6.00

260.00 70.00

110.00 63.00

320.00 68.00

140.00 95.00

675.00 225.00

20.00 20.00

32.00 32.00

164


97Rd 78

98

Rd 78

99

Rd 79

100

Rd 80

101

Rd 83

102

Rd 84

103

Rd 85

Providing & fixing R.C.C. 1:2:4 boundry stones as pertype design including painting numbering, fixing in standardsize C.C. 1:4:8 block complete.Spec. No.: Rd 69 Page No. 243

Providing and fixing R.C.C. 200 metre stone as per

I.R.C. standard including painting lettering, fixing in C.C.1:4:8

block curing, etc. complete.


Providing and fixing R.C.C. 5th Km. stones, on N.H. /

S.H. / M.D.R. including painting numbering etc. complete

as per IRC design for hightway km. stones and fixing in

std. size c.c. 1:4:8 block complete.


Providing and fixing R.C.C.1:2:4 ordinary Km. stonesincluding painting numbering etc. complete for N.H. / S.H.

/ M.D.R. etc. as per IRC design for highway km stone and

fixing in standard size C.C. 1:4:8 block complete.


Painting letters upto 20 cm height complete, brushes,

coir brushers dusting cleaning including cost of paint etc.

complete.


Brooming the W.B.M. surface by wire Brushes, coir

brushers, dusing, cleaning etc. for receiving the bituminous

treatment complete. Brooming the water Bound Macadam

surface by wire.


Painting and numbering trees with white background

and black lettering complete.


No.

No.

No.

No.

No.

Sq.M.

No.

480.00 68.00

500.00 72.00

2,120.00 250.00

1,650.00 220.00

9.00 9.00

4.50 4.50

7.00 7.00

165


104

Rd 86

105

Rd

Providing and fixing cautionary / warning sign boardof size 90 c.m. having shape of equilateral triangle with

apex point up-wards. Prepared on 16 guage M.S. sheetincluding painting with one coat of zinc cromate stovingprimer and two coats each of white back ground, red border

and backside gray stove enamelled, bonded with cut out

of Retro reflective sheet Engineering grade, symbol/letters/

numerals/border arrow, coated with non pealable crystal

clear protective transparent coat retaining 100% relection

including one number of M.S. Angle iron post of size 50 x50 x 5 mm of 3.65 m. long inflated at bottom drilling on

top in one piece without joint painted with white and black

bands of 25 cm. fixing board and post with 2 Nos. high

strength G.I. bolts and nuts of size 10 mm dia. 20 mm

long including all taxes, conveying, fixing in ground with

cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm.size as directed by Engineer-in-charge etc. complete.

Spec. No.: I.R.C. : 67 - 1977

Providing and fixing cautionary / warning sign boardof size 60 c.m. having shape of equilateral triangle withapex point up-wards. Prepared on 16 guage M.S. sheetincluding painting with one coat of zinc cromate stoving

primer and two coats each of white back ground, red border

and backside gray stove enamelled, bonded with cut out

of Retro reflective sheet Engineering grade, symbol/letters/

numerals/border arrow, coated with non pealable crystalclear protective transparent coat retaining 100% relection

including one number of M.S. Angle iron post of size 50 x

50 x 5 mm of 3.65 m. long inflated at bottom drilling on

top in one piece without joint painted with white and black

bands of 25 cm. fixing board and post with 2 Nos. high

strength G.I. bolts and nuts of size 10 mm dia. 20 mmlong including all taxes, conveying, fixing in ground with

cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm.

size as directed by Engineer-in-charge etc. complete.

Spec. No.: I.R.C. : 67 - 1977

No.

No.

2,150.00 ---

1,850.00 ---

166


106

Rd

107

Rd

Providing and fixing Mandatory / Regulatory sign board

of circular shape of size 60 cm. dia. prepared on 16

gauge M.S. sheet including painting with zinc cromate

stoving primer and two coats each of white back ground,

red border and backside gray stove enamelled, bonded

with cut out of Retro reflective sheet Engineering grade,

symbol/letters/numerals/border, coated with non pealable

crystal clear protective transparent coat retaining 100%

relection including one number of M.S. Angle iron post of

size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom

drilling on top in one piece without joint painted with white

and black bands of 25 cm. fixing board and post with 2

Nos. high strength G.I. bolts and nuts of size 10 mm dia.

20 mm long including all taxes, conveying, fixing in ground

with cement concrete 1:4:8 block of 60 cm x 60 cm x 75

cm. size as directed by Engineer-in-charge etc. complete.

Spec. No.: I.R.C. : 67 - 1977

Providing and fixing N.H./S.H. Route Marker size 60

cm x 45 cm. with one No. direction plate of size 30 cm x

25 cm prepared on 16 guage M.S. sheet including painting

with one coat of zinc cromate stoving primer and two coats

each of white and green back ground and back side gray

stove enamelled, bonded with cut out of red Retro reflective

sheet Engineering grade, border / letters / numerals and

arrow. coated with non pealable crystal clear protective

transparent coat retaining 100% relection including one

number of M.S. Angle iron post of size 50 x 50 x 5 mm of

3.65 m. long inflated at bottom drilled on top in one piece

without joint painted with 4 Nos. of high strength G.I. bolts

and nuts of size 10 mm dia. and 20 mm long including all

taxes, conveying, fixing in ground with cement concrete

1:4:8 block of 60 cm x 60 cm x 75 cm. size as directed

by Engineer-in-charge etc. complete.

Spec. No.: I.R.C. : 67 - 1977

No.

No.

1,975.00 ---

2,175.00 ---

167


108

Rd

109

Rd

Providing and fixing Road junction / Information signboard of size 1.20 x 0.75 m. prepared on 16 gauge M.S.sheet with angle iron frame of size 35 x 35 x 3 mm. with

cross bracing of size 25 x 25 x 3 mm including paintingwith one coat of zinc cromate stoving primer and two coats

each of green/white back ground, red Retro reflective sheet

Engineering grade, border / letters / numerals and arrow.

coated with non pealable crystal clear protective transparent

coat retaining 100% relection including one number of M.S.

Angle iron post of size 50 x 50 x 5 mm of 3.65 m. longinflated at bottom drilled on top and painted in white and

black bands of 25 cm. with 4 Nos. high strength G.I. bolts

and nuts of size 10 mm dia. 20 mm long including all

taxes, conveying, fixing in ground with cement concrete

1:4:8 block of 60 cm x 60 cm x 75 cm. size as directed

by Engineer-in-charge etc. complete.Spec. No.: I.R.C. : 67 - 1977

Providing and fixing Road junction / Information signboard of size 1.8 m. x 1.2 m. prepared on 16 gaugeM.S. sheet with angle iron frame of size 35 x 35 x 3 mm.with cross bracing of size 25 x 25 x 3 mm including painting

with one coat of zinc cromate stoving primer and two coats

each of green/white back ground, and back side gray stove

enamelled, bonded with red Retro reflective sheet

Engineering grade, border / letters / numerals and arrow.

coated with non pealable crystal clear protective coalretaining 100% relection including two angle iron post of

size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom

drilling on top with two Nos. angle iron cross bracing for

vertical angle post of size 50 x 50 x 5 mm of 2.35 mtr.

long painted in white and black bands of 25 cm. with 8

Nos. high strength G.I. bolts and nuts of size 10 mm dia.20 mm long sheet and angle iron post in one piece without

joints including all taxes, conveying, fixing in ground with

cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm.

size as directed by Engineer-in-charge etc. complete.

Spec. No.: I.R.C. : 67 - 1977

No.

No.

4,500.00 -

9,600.00 -

168


110Rd

111Rd 91

112Rd 92

113Rd 93 A

114Rd 93B

115Rd 93 C

Providing and fixing Road junction / Information signboard of size 0.90 x 0.60 m. prepared on 16 gauge M.S.sheet with angle iron frame of size 25 x 25 x 3 mm includingpainting with one coat of zinc cromate stoving primer andtwo coats each of green/white back ground and back sidegray stove enamelled, bonded with red Retro reflectivesheet Engineering grade, border / letters / numerals andarrow. coated with non pealable crystal clear protectivecoat retaining 100% relection including two angle iron postof size 50 x 50 x 5 mm of 3.65 m. long inflated at bottomdrilled on top and painted in white and black bands of 25cm. with 4 Nos. high strength G.I. bolts and nuts of size10 mm dia. and 20 mm long sheet and angle iron post inone piece without joints including all taxes, conveying,fixing in ground with cement concrete 1:4:8 block of 60cm x 60 cm x 75 cm. size as directed by Engineer-in-charge etc. complete.Spec. No.: I.R.C. : 67 - 1977

Fixing in position Cautionary / Mandatory sign boardsin ground with C.C. 1:4:8 block 60 cm x 60 cm x 75 cm.size etc. complete as directed including all leads.Spec.: As directed by Engineer-in-charge.

Fixing in position Road Junction / Informatory SignBoard in ground with C.C. 1:4:8 block 60 cm x 60 cm x75 cm. size including all leads completed.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for cautionary / mandatorysign boards and village name boards complete.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for informatory sign boardscomplete.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for on masonry works withnalla flow direction, span number and location complete.Spec.: As directed by Engineer-in-charge.

No.

No.

No.

No.

No.

No.

3,500.00 ---

327.00 70.00

640.00 115.00

46.00 20.00

47.00 25.00

8.00 5.00

169


116Rd 93 D

117Rd 93 E

118Rd 93 F

119Rd 93 G

120Rd 94

121Rd 95

122Rd 96

Painting with approved enamel paint in two coats includingcleaning surface and lettering for fifth k.m. stone complete.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for ordinary kilometre stonecomplete.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for two hundred metre stonecomplete.Spec.: As directed by Engineer-in-charge.

Painting with approved enamel paint in two coats includingcleaning surface and lettering for boundary stonescomplete.Spec.: As directed by Engineer-in-charge.

Providing white & colour washing to road side treesin 2 coats in 2 bands of white and one red band at centreof 30 cm. height each including preparing the surface,cost of material conveying etc. complete.Spec.: As directed by Engineer-in-charge.

Labour for breaking trap stone rubble (rawali) into metalof suitable size conveying by head load feeding crusher,stacking the chips, refeeding the crusher with oversizemetal to obtain chips of 20mm size and below includinglabour for machinery (measurements shall be on stackedscreened a chips only.)Spec.: As directed by Engineer-in-charge.

Labour for breaking available metal including conveyingby head load, feeding crusher, stacking the chips, refeedingthe crusher with oversize metal to obtain chips of 20mmsize and below including labour for machinery(measurements shall be on stacked screened chips only.)Spec.: As directed by Engineer-in-charge.

No.

No.

No.

No.

No.

Cu.M.

Cu.M.

185.00 60.00

130.00 50.00

45.00 15.00

15.00 5.00

8.00 5.00

105.00 105.00

52.00 52.00

170


123Rd 97

124Rd 98

125Rd 99

Providing & casting in situ or precast tapering R.C.C.1:11/2:3 Kerbs type I as per Drg. No. dt. 20-4-79, 30mmwide tapering 225 mm to 150 mm embedded 25mm belowground level finished neratly with c.m. 1:2, setting thesame in C.M. 1:2, painting exposed surface of kebes with2 coats or road marking paint of approved quality andcolour including the required excavation in any strata andremoveing the excavated stuff any where in city and redoingthe surface as specified and directed.Spec.: As directed by Engineer-in-charge.

Providing & casting in situ or precast tapering R.C.C.1:2:4 Kerbs type - II as per Drg. No. 13 dt. 20-4-79, 150mm wide tapering (9” x 6”) both side embedded 6” belowground level finished neatly with C.M. 1:2 with 4 Nos. 6mmand bars 6mm and strips at 18” C/c setting the same inC.M. 1:2 painting the exposed surface of the kerbs with 2coats of road marking paint of approved quality and colourincluding the required excavation in any strata and removingthe excavated stuff any where in city and redoing thesurface as specified and directed for single line dividers.Spec.: As directed by Engineer-in-charge.

Providing & casting in situ or precast tapering R.C.C.1:2:4 Kerbs type - III as per Drg. No. 13 dt. 20-4-79, 2feet wide tapering (9” x 6”) both side embedded 6” belowground level finished neatly with C.M. 1:2 with 4 Nos.6mm dia bars 6mm dia strips at 18” C/c setting the samein C.M. 1:2 painting the exposed surface of the kerbswith 2 coats of road marking paint of approved qualityand colour including the required excavation stuff any wherein city and redoing the surface as specified and directedfor single line dividers.Spec.: As directed by Engineer-in-charge.

R.Mt.

R.Mt.

R.Mt.

345.00 80.00

425.00 85.00

495.00 95.00

171


126Rd

127Rd

128Rd

129Rd

130Rd

Providing & casting in situ or precast rectangularR.C.C. 1:1 1/2:3 studs type - IV as per Drg. No. 13 dt. 20-4-79, (9” x 12”) in size and embedded 4” below groundlevel finished neatly with C.M. 1:2 setting the same inC.M. 1:2 painting the exposed surface kerbs with 2 coatsof road marking paint of approved quality and colour includingthe required excavation in any strata and removing theexcavated stuff any where in city and redoing the surfaceas specified and directed.Spec.: As directed by Engineer-in-charge.

Providing and fixing kerbs stones 30 cm to 40 cm tolong. 150 cm. wide 38cm deep, medium dressed in allexposed surfaces set in C.M. 1:2 on 15 cm thick and 25cm wide (M-100) 1:3:6 cement concrete bed including fillingthe joints with 1:2 C.M. and painting curing, etc. complete.Spec.: As directed by Engineer-in-charge.

Providing and fixing in position Guard Railing as perDrg. No. 15 Type ‘C’ dt. 2-4-79, with 3 rows of 50mmdia, G.I. pipe 30cm a part and fixed in M.S. channels ofsection 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. beddingof size 45 x 30 cm. as per detailed drawing, with 3 coatsof approved yellow and black paint including necessaryexcavation in any strata.Spec.: As directed by Engineer-in-charge.

Providing and fixing Guard Railing as per Drg. No. 15Type ‘C’ dt. 2-4-79, with 3 rows of 40mm dia, G.I. pipe30cm a part and fixed in M.S. channels of section 100 x50 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45 x30 x 30 cm. as per detailed drawing, with 3 coats of approvedof yellow and black paint including necessary excavationin any strata.Spec.: As directed by Engineer-in-charge.

Providing and fixing Guard Railing of 1000 mm heightas per Type ‘D’ Drg. No. 15 dt. 20-4-79, and fixed in 40x 40 x 6mm iron, angle embedded in 1:2:4 cement concretebedding patti as per detailed drawing with 3 coats of approvedof yellow and black paint.Spec.: As directed by Engineer-in-charge.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

R.Mt.

244.00 50.00

Deleted

1,500.00 150.00

1,450.00 145.00

1,350.00 140.00

172


131

Rd

132Rd

133

Rd

134

Rd

Providing and fixing Guard Railing of 1000 mm height

in 25mm M.S. square bars 100 mm C/c. as per Type drawingNo. 6 dt. 20-8-85 and fixed in 50 mm x 50 mm x 6 mm ironangle embedded in 1:2:4 C.C. bedding 55 x 45 cm. and 50

x 6 iron patti as per detailed drawing with 3 coats of

approved yellow and black paint.


Supplying pre cast conventional reflective delinatorson four sides for road signs.


Providing and fixing including conveyance charges upto

a distance of 200 Km. precast concrete post delinators,post of size 130 x 90 x 1300 milimetre consisting of 4B.T. wires with 14,000 Kg/cm2 C.C. M-20 grade 16 mm

dia hold fast, including excavation & C.C. 1:4:8 foundation

block, oil painting post with 3 coats and Red fluorscent

tape 75 x 75 mm and white fluorscent border 20mm wide

around the red tape on all the four sides with necessaryadhesive and lamination etc. complete.


Providing and fixing sign boards of size 90cm havingshape of an equilators triangle made out of 14 guagesheet with retro reflective sheeting of Engineering gradeas per M.O.T. specification No. 801-3 (1993) white reflective

back ground, lettering symbol bordering of black non reflective

paint including 3.45 metre long M.S. angle one post of

50mm x 50mm x 5mm size duly painted with white and

black bands including fixing the boards of M.S. angle with

galvanised nuts and bolts and washer. The Board shallbe as per IRC-67-1977 including conveying fixing in ground

with C.C. 1:4:8 block of size 0.45 x 0.45 x 0.45 cm. with

7 year guarantee for the sheeting etc. complete.

A) Alluminimum Board

B) Mild Steel Board / Vitrous EnamelledSpec. No.: I.R.C.- 67 :1977 & As directed by

Engineer-in-charge.

R.Mt.

Number

No.

No.

No.

1,575.00 306.00

266.00 --

370.00 95.00

4,600.00 ---

3,300.00 ---

173


135Rd

136Rd

137Rd

138Rd

A

B

Providing and fixing sign boards of 1.80 m x 1.20 msize or other suitable similar size out of 14 guagealuminium sheet with retro reflective sheeting of Engineeringgrade as per M.O.T. specification No. 801-3 (1993) whitereflective back ground, lettering symbol figuring borderingof black non reflective paint including 3.45 metre longM.S. angle two posts of 50mm x 50mm x 5mm size dulypainted with white and black bands with bracing of verticalpost of bottom of board with 50mm x 50mm x 5mm sizeM.S. angle including fixing the boards of M.S. angle framewith galvanised nuts and bolts and washers as per I.R.C.67 1977 including conveying fixing in ground with cementconcrete 1:4:8 block of size 0.45 x 0.45 x 0.45 m. with 7year guarantee for sheeting etc. complete.Spec. No.: I.R.C. No.67:1977 & as directed by Engineer-in-charge.

Providing and fixing reflective fluorscent tape on oldroad sign including cleaning / scraping the existing boardcomplete.Spec.: As directed by Engineer-in-charge.

NEW ITEMS

Design of overlay for existing B.T. surface with carryingout testing by Benkelman Beam method as per guidelines in IRC 81:1997 including design & testing at site.The charges for transportation of Benkelman Beam, loadedtruck & labour for testing and traffic control are not included.Spec.: As directed by Engineer-in-charge.

Carrying out roughness index/road unevenness test withCar mounted/Jeep towed ARUR machine (Automatic RoadUnevenness Reconder) caliberated from C.R.R.I. New Delhi(Central Road Research Institute) or any otehr equivalentauthority including taking observations, feeding data andgiving computerised test results including hire charges ofall machinery and labour etc. complete.

i) Road surface Single lane (B.T./W.B.M.) 3.75 m. widthii) Road surface 1.5/2.00 lane 5.50 m/7 m width.iii) Each additional lane

Dead journey charges for transportation of machine /vehicleetc. complete.

Sq.M.

Sq.Cm.

Km.

kmkmkm

km

12,000.00 --

0.45 --

5,070.00 --

-- 275.00-- 550.00-- 275.00

-- 12.00

174


139Rd

140Rd

Providing and fixing with apex point upward preparedon fibre reinforced plate 3.0 milimetre thick bonded withwhite retroreflective sheeting on Engineering grade havingpressure sensitive/heat activated adhesive retoreflectivewhite back ground and red border and back side grayretroreflective symbols, letters, numerals, arrows, one M.S.angle post of 65 x 65 x 6 milimetre size and 3.65 metrelong inflated bottom and drilled on top and painting postswith white and black border of 25 centimetres, fitting boardto post with 2 numbers of strong G.I. bolts and nuts includingtransportation and fixing in p.c.c. 1:4:8 etc. complete. (Thework to be executed with prior approval of SuperintendingEngineer)IRC-57 of 2001a) (i) Cautionery sign boards 90 cm equilateral triangle. (ii) High intensity grade

b) (i) Informatory sign boards of size 60 x 80 cm. (ii) High intensity grade.

c) (i) Prohibitory sign boards having size 60 cm circular. (ii) High intensity grade

Providing and fixing road junction/information signboards of size ___ prepared fibre reinforced plate 4.0milimetre thick on frame of 40 x 40 mm angle with supportof 40 mm M.S. patti of 6.00 mm thick for strengtheningincluding bonded with blue retroreflective sheeting ofEngineering grade having pressure sensitive/heat activatedadhesive retroreflective with as per directed colour withretroreflective symbols, letter, numbers, arrows with twoM.S. angle post of 65 x 65 x 6 mm size and 3.65 metrelong in one piece without joint inflow at bottom and filledon top with tracing of 40 x 40 x 5 mm M.S. angle andpainting with white and black border of 25 mm, fixing boardson post with including transportation fixing in 1:4:8 cementconcrete block of 60 x 60 x 75 cm size at site and complete.(The work to be executed with prior approval of SuperintendingEngineer).IRC-67 of 2001i) (a) Board size 1.20 x 0.90 metre (b) High intensity grade

ii) (a) Board size 1.80 x 0.90 metre (b) High intensity grade

No.No.

No.No.

No.No.

No.No.

No.No.

6,808.00 ---8,169.00 ---

8,819.00 ---10,384.00 ---

5,772.00 ---6756.00 ---

16,482.00 ---18,835.00 ---

35,227.00 ---41,500.00 ---

175

1 2 3 4

1 CEMENT M.T. 5000.00

2 H.Y.S.D. STEEL M.T. 37000.00

3 Mild Steel M.T. 36500.00

4 Structural Steel M.T. 38500.00

5 Tubular Steel M.T. 46800.00

6 TMT FE - 415 M.T. Deleted

7 TMT FE - 500 M.T. 38200.00

8 High Tensile Steel ( for prestressed) M.T. 67000.00

9 Bitumen bulk at Mumbai 80/100 M.T. 33969.00



12 Bitumen Packed 60/70 M.T. 38990.00



15 Bitumen Emulsion M.T. Deleted

16 A. Sand CUM. 400.00

B. Crushed Sand CUM. 550.00

17 A. BRICKS ( II CLASS ) 1000 Nos. 3500.00

B.i) Fly Ash Brick size 230*100*80 mm 1000 Nos. 3990.00

B.ii) Fly Ash Brick size 230*150*80 mm (New Item) 1000 Nos. 5040.00

18 Rubble stone Blasted Cum. 205.00

19 Aggregate 60 mm Blasted Cum. 240.00

20 Aggregate 40 mm (Hand Broken) Blasted. Cum. 250.00

Rate in Rs.For 2010-11

STATEMENT A-1

SR. No. DESCRIPTION UNIT

Basic Rates of Materials for 2010-2011

205

1 2 3 421 Aggregate above 25 mm and upto 40mm crushed (Hand

Broken) Blasted.Cum. 370.00

22 Aggregate 25 mm Cum. 400.00





27 Stone Dust Cum. 300.00

28 Soft Murum Cum. 110.00

29 Hard Murum Cum. 115.00

30 Rubber Modified Bitumen(Bulk)CR-60 at Mumbai M.T. 36930.00



33 Rough Shahabad 25 to 30 mm Sqm Deleted

34 Polished Shahabad 25 to 30 mm Sqm Deleted

35 Brick Bat Cum. Deleted

SR. No. DESCRIPTION UNIT Rate in Rs. For

2010-11

206

1 Blasting Powder Kg. 67.00

2 Detonator No. 9.00

3 Fuse No. 9.00

4 Nipple for fastening detenator No. 25.00

5 Noble Dynamite Kg. 67.00

6 Red Tape Safety Fuse R.M. 5.50

1 M.S. screws etc. 35 mm dia. and 75 mm long(100nos.) per Box 67.00

2 Nut Bolts 16 mm dia./Nails all sizes Kg. 50.00

3 Nut Bolts washers 12mm dia. 45 mm long No. 7.00

4 Nut Bolts washers 12mm dia. 75 mm long No. 9.00

1 Binding Wire Kg. 50.00

2 Centering oil Ltr. 6.50

3 Plastic cover block No. 1.55

4 R.C.C. Jali 50 mm thick Sqm 389.00

1 Fire Bricks No. 7.00

2 Brick Bats Cum. Deleted

3 Wire cut bricks No. 5.00

1 Corner stone 38*20*30 cm. No. 40.00

2 Corner / Quions 30*20*30 cm. No. 240.00

3 Face stone / Trap rubble Cum. 75.00

4 Khandakies No. 32.00

5 Pin Header ( standard size ) No. 22.00

6 Quarry spall , Laterite upto 5 kg. Cum. 50.00

7 Quarry spall (Trap rubble) Cum. 50.00

8 Through stone ordinary No. 20.00

SR. No. DESCRIPTION UNIT Rate in Rs. For 2010-11

Bd-A: Excavation

Bd- C : Structural steel work

Bd- F : Reinforcement Cement Concrete

Bd- G : Reinforcement Cement Concrete

Bd- H : Stone Masonry

207


1 Hollow Blocks C.C.0 .2*0.2*0.4M. No. 13.50

2 Hollow Blocks C.C.0.1*0.2*0.4M. No. 6.50

1 Bitumen ( Compound) Kg. 33.00

2 Brick Bats Cum. 144.00

3 Bitumen Felt (I.S. 1322- 1970)20 MTR.long Roll 770.00

4 Polymerised water proof compound Ltr. 72.00

5 Tar paper Sqm 31.00

6 Water proof compound I.S. Kg. 31.00

7 Tar Felt B.H. I.S.I. 3 mm thick Sqm 55.00

1 Neeru / Sanala Kg. 4.00

1 Rough Shahabad 50 to 60 mm thick Sqm 220.00

2 Rough Shahabad 25 to 30 mm thick Sqm 165.00

3 Polished Shahabad 25 to 30 mm thick Sqm 200.00

4 Polished Shahabad 40 to 50 mm thick for step Sqm 320.00

5 Polished Shahabad Machine cut 25 mm thick Sqm 205.00

6 Polished Shahabad for step 25 mm thick Sqm 220.00

7 Tandoor Polished 49 mm thick Sqm Deleted

8 Tandoor Polished 25 mm thick(Machine cut) Sqm 250.00

9 Tandoor Polished 25 mm thick(Hand cut) Sqm 230.00

10 Tandoor Polished for steps 25 mm thick Sqm 280.00

11 Black Kadappa (one side polish)(Machine cut ) 25mm thick Sqm 285.00

12 Black Kadappa (one side polish)(Machine cut ) 35mm thick Sqm 335.00

13 Both sides Polished Kadappa stone 25 mm thick Sqm 370.00

14 Both sides Polished Kadappa stone 25 mm thick(1.5 * 0.45) Sqm Deleted

15 Kota stone ( Machine cut) upto 25 - 30 mm thick one side polished Sqm 368.00

16 Kota stone ( Hand cut) upto 25 - 30 mm thick one side polished Sqm 340.00

17 Kota stone for steps (polished) upto 25 mm thick.(1.2 * 0.3 M) Sqm 420.00

18 Plain cement tiles ( Gray) Sqm Deleted

19 Plain cement tiles ( Coloured) Sqm Deleted

20 Plain cement tiles trade (Chequerred gray) Doz. 218.00

21 Marble Mosaic Tiles (Gray ) (0.25 * 0.25 m) Sqm Deleted

22 Marble Mosaic Tiles (White / Coloured ) Sqm Deleted

Bd- J : Water proofing

Bd- L : Plastering and Pointing

Bd- M : Paving, Flooring ,and Dado

Bd- I : Cement Concrete Stone Masonry

208


23 Marble Mosaic Chequerred Tiles (Gray ) Sqm Deleted

24 Marble Chips Kg. Deleted

25 Marble Powder Kg. Deleted

26 Pigments for Tiles Kg. Deleted

27 White glazed tiles 20*10 cm. Doz. 80.00

28 Colour White glazed tiles 20*20 cm. Doz. 100.00

29 White glazed tiles 15 * 15 cm. Doz. 86.00

30 Colour glazed tiles 15 * 15 cm. Doz. 90.00

31 Ceramic Tiles 20 * 20 cm. Sqm 275.00

32 Ceramic Tiles 30 * 30 cm. Sqm 290.00

33 Ceramic Tiles 395 *395*7 mm. Sqm 335.00

34 Jointless Ceramic Tiles 600 *600*7 mm. Sqm Deleted

35 Paving Block Heavy Duty 60 mm thick Sqm Deleted

36 Paving Block Heavy Duty Glossy. Sqm Deleted

37 Paving Block 80 mm thick Sqm Deleted

NEW ITEM

38 Heavy duty interlocking concrete block

i) 60 mm thick Gray 300 kg/ sq.cm. Sqm. 330.00

ii) 60 mm thick Colour 300 kg/ sq.cm. Sqm. 360.00

iii) 80 mm thick Gray 300 kg/ sq.cm. Sqm. 405.00

iv) 80 mm thick Colour 300 kg/ sq.cm. Sqm. 430.00

v) 80 mm thick rubber mould glossy 400 kg/ sq.cm. Sqm. 555.00

vi) 40 mm thick Gray 200 kg/ sq.cm. Sqm. 240.00

vii) 40 mm thick Colour 200 kg/ sq.cm. Sqm. 270.00

39 Telephone Black Granite Sqm. 2150.00

40 Green Marble Sqm. 690.00

41 Vitrified tiles glossy- size 590 to 605mm x 590 to 605mm x 8 to 10mm Sqm. 600.00

42 Vitrified matt finishsize 590 to 605mm x 590 to 605mm x 8 to 10mm Sqm. 800.00

43 Vitrified rustic matt stone finishsize 590 to 605mm x 590 to 605mm x 8 to 10mm Sqm. 1250.00

44 Vitrified stone effect finishsize 590 to 605mm x 590 to 605mm x 8 to 10mm Sqm. 1500.00

209


1 Bees Wax Kg. 38.00

2 Coal Tar Kg. 16.00

3 Common Spirit Ltr. 53.00

4 French Polish Ltr. 95.00

5 Varnish Ltr. 76.00

1 Oil Enamel Paint / Flat /Glossy Paint ( Ready mix ) (with I.S.I. Mark) Ltr. 176.00

2 Synthetic Paint ( Ready mix) Ltr. 152.00

3 Catonic Emulsion Paint Kg. 215.00

4 White Lead Paint Kg. Deleted

5 White Oil Paint 100 ml pack tin No. 20.00

6 Red Oxide Paint Kg. 75.00

7 Cement Paint Kg. 55.00

8 Steel Primer Ltr. 84.00

9 Primer for plaster surface Ltr. 80.00

10 Putty Kg. 35.00

11 Boiled Linseed Oil Ltr. 55.00

12 Linseed Oil double boiled Ltr. 62.00

13 Terpentine Ltr. 40.00

14 Wood Primer Ltr. 75.00

15 Brush for Lettering No. 22.00

16 Brush for Road marking 5 cm. No. 65.00



19 Lustre Paint Ltr. 180.00

20 Textured Synthetic Paint Ltr. 184.00

1 Neel Kg. 89.00

2 Oil Bound Distemper Kg. 74.00

3 Red Powder / Geru Kg. 8.00

4 Saras Kg. 37.00

5 Scrapping Sand Paper ( size 30 * 20 cm.) No. 8.00

6 Dry Distemper Kg. 49.00

Bd - N: WOOD FINISH

Bd - O: OIL PAINTING

Bd - P: COLOUR , WHITE WASHING , DISTEMPERING

210


1 Ghana Teak wood planks 20 to 50 mm thick ( 10 to 15 cm.) Cum. 42000.00

2 Ghana Teak wood planks 20 to 30 mm thick ( 1 to 2.5 m. long.) Cum. 46500.00

3 Ghana Teak wood planks above 2.50m length. Cum. 50000.00

4 Ghana Teak wood battens 50 *25 mm. Rmt 40.00

5 Ghana Teak wood bidding 1/2" *1/2" Rmt 21.00

6 Malesia / Assam wood Cum. 30000.00

7 Jungle wood (Non teak ) Normal Cum. 16800.00

8 Jungle wood (Non teak ) Hard Cum. 16950.00

9 Bamboo 25 mm dia. ( 4.5 to 6 m.) Rmt 6.50

10 Bamboo 50 mm dia. Rmt 8.50

11 Bamboo Matting 1.2 * 1.8 m. Sqm. 29.00

12 Commercial Ply - Wood 4 mm thick Sqm. 150.00

13 DECORATIVE Ply - Veneer (1.20*2.40mm) Sqm. 255.00

14 Ply- Wood 12 mm thick Sqm. 330.00



17 Mica Laminate as per I.S.I. 0.8 MM thick Sqm. 250.00

18 Mica Laminate as per I.S.I. 1 MM thick Sqm. 310.00

19 Formica 1.5 mm thick Sqm. 355.00

20 Face Veneer Board 4 mm thick Sqm. 520.00

21 Hard Board 6 mm thick Sqm. 145.00

22 Laminated Board Single 6 mm thick Sqm. 240.00

23 Laminated Board Single 10 mm thick Sqm. 251.00

24 Laminated Board Single 12mm thick Sqm. 285.00

25 Laminated Board Single 20mm thick Sqm. 295.00

26 Laminated Board Double 6 mm thick Sqm. 295.00




30 Partical Board B.W.P. Phinol Bond 12 mm thick Sqm. 320.00

Bd - Q: WOOD WORK

211





34 Fevicol / Vamicol Kg. 128.00

35 P.V.C. Hand Rail 40 mm Dia. Sqm. 78.00

36 P.V.C. Hand Rail 40 mm Dia. Sqm. 90.00

37 Rawal Plug Doz. 22.50

38 Solid core shutter 35 mm thick with commercial Veneer Facing & Phenol Bonded Sqm. 900.00

39 Wooden Peg. No. 4.10

40 M.D.F. Board Baggasse Based interior grade plain (I.S. 12406 -2000)

a. 9mm thick Sqm. 245.00

b. 12 mm thick Sqm. 285.00

c. 18 mm thick Sqm. 425.00

41 Bagasse based plain partical board's Interior grade (I.S. 3087-2005)

a. 9mm thick Sqm. 210.00

b. 12 mm thick Sqm. 245.00

c. 18 mm thick Sqm. 320.00

42 Stainless Steel Pipe Hand Rail 40mm Dia. (A Grade pipe No. 304 Q) Rmt. 1060.00

1 A.C. Corrugated sheet 6 mm thick only for repairs Sqm. 165.00

2 A.C. Trafford sheet 6 mm thick only for repairs Sqm. 190.00

3 A.C.Plain sheet 6 mm thick only for repairs Sqm. 140.00

4 A.C. sheet Ridge only for repairs Pair 140.00

5 A.C. Guttersheet Ridge only for repairs Rmt. 140.00

6 A.C. sheet plain 4 mm thick only for repairs Sqm. 115.00

7 G.C.I. sheet (CORRUGATED) 22 B.W.G. M.T. 54250.00

8 G.C.I. sheet (CORRUGATED) 24 B.W.G. M.T. 54250.00

9 G.I. sheet (plain) 22 B.W.G. Sqm. 550.00

10 G.I. sheet (plain) 24 B.W.G. Sqm. 500.00

11 G.I. washers Kg. 40.00

12 G.I.J or L hooks 6 mm dia. No. 5.25

13 Nails Iron all size Kg. 45.00

Bd - R: ROOFING AND CEILING

212


14 Mangalore Tiles Class AA No. 10.00

15 Mangalore Ridge / Hip tiles No. 17.00

16 Mangalore Glass Tiles No. 180.00

17 Mangalore pattern cowl Ventilator No. 50.00

18 Karva ( for Roof and Sides 10 kg. bundle) Bundle 15.00

19 G.I.Pre Coated Trapezoidal .50 mm thick roof Metalic Coloured Sheet Sqm. 375.00

20 G.I.Pre Coated Ridge Sheet. Rmt. 198.00

21 Gypsum Powder. Kg. 7.00

1 Aldrop 300*16 mm chromium plated No. 92.00

2 Aldrop Aluminium 300*16 mm No. 145.00

3 Aldrop Iron Oxidise 300*16 mm (20 mm Dia.) No. 95.00

4 Aldrop Bross Oxidise 300*16 mm No. 350.00

5 Aldrop Stainless steel 300*16 mm No. 182.00

6 Bross Oxidissed Handle 125 mm No. 55.00

7 Handle 125 mm Chromium plated No. 26.00

8 Handle Aluminium 125 mm No. 20.00

9 Handle for steel window No. 16.00

10 Handle Iron Oxidised 100 mm No. 18.00

11 But Hinges

a)Brass Oxidised Hinges 125 mm No. 180.00

b)Brass Oxidised Hinges 100 mm No. 150.00

c)Brass Oxidised Hinges 75 mm No. 85.00

12 a)Iron Hinges Chromium plated 125 mm No. 18.00

b)Iron Hinges Chromium plated 100 mm No. 16.00

c)Iron Hinges Chromium plated 75 mm No. 12.00

13 a) Hinges Iron Oxidised 125 mm No. 18.00

b) Hinges Iron Oxidised 100 mm No. 16.00

c) Hinges Iron Oxidised 75 mm No. 12.00

14 a) Hinges Steel 125 mm No. 65.00

b) Hinges Steeld 100 mm No. 40.00

c) Hinges Steel 75 mm No. 26.00

15 a) Hinges Powder Coated 125 mm No. 23.00

b) Hinges Powder Coated 100 mm No. 16.00

Bd - T:DOORS AND WINDOWS

213


c) Hinges Poweder Coated 75 mm No. 14.00

16 a) But Hinges Aluminium 125 mm No. 51.00

b) But Hinges Aluminium 100 mm No. 42.00

c) But Hinges Aluminium 90 mm No. 35.00

d) But Hinges Aluminium 80 mm No. Deleted

17 Brass Double Acting spring Hinges No. 69.00

a) G.I. Screws 125 mm Doz. 15.00

b) G.I. Screws 100 mm Doz. 13.00

c) G.I. Screws 75 mm Doz. 10.00

d) G.I. Screws 50 mm Doz. 9.00

e) G.I. Screws 25 mm Doz. 6.00

18 a) Brass Screws 100 mm Doz. Deleted

b) Brass Screws 75 mm Doz. Deleted

c) Brass Screws 50 mm Doz. Deleted

d) Brass Screws 25 mm Doz. Deleted

19 a)Tower Bolt Brass Oxidised 10mm dia. length 300 mm No. 122.00

b)Tower Bolt Brass Oxidised 10mm dia. length 250 mm No. 102.00

c)Tower Bolt Brass Oxidised 10mm dia. length 200 mm No. 82.00

d)Tower Bolt Brass Oxidised 10mm dia. length 150 mm No. 62.00

20 a)Tower Bolt Aluminium 10mm dia. length 300 mm No. 94.00

b)Tower Bolt Aluminium 10mm dia. length 250 mm No. 78.00

c)Tower Bolt Aluminium 10mm dia. length 200 mm No. 62.00

d)Tower Bolt Aluminium 10mm dia. length 150 mm No. 46.00

e)Tower Bolt Aluminium 10mm dia. length 75 mm No. Deleted

21 a)Tower Bolt Chromium Plated 10 mm dia. length 300 mm No. 140.00

b)Tower Bolt Chromium Plated 10 mm dia. length 250 mm (New Item) No. 108.00

c)Tower Bolt Chromium Plated 10 mm dia. length 200 mm No. 96.00

d)Tower Bolt Chromium Plated 10 mm dia. length 150 mm No. 72.00

22 a)Tower Bolt Iron Oxidised 10 mm dia. length 300 mm No. Deleted

b)Tower Bolt Iron Oxidised 10 mm dia. length 250 mm No. Deleted

c)Tower Bolt Iron Oxidised 10 mm dia. length 200 mm No. Deleted

23 Cold Rolled Steel Hollow Section

a) Door Frame 1829 * 762 mm No. 832.00

b) Door Frame 1981 * 610 mm No. 845.00

214


c) Door Frame 1981 * 762 mm No. 882.00

d) Door Frame 1981 * 914 mm No. 908.00

e) Door Frame 2057 *1061 mm No. 946.00

f) Door Frame 2057 * 762 mm No. 900.00

g) Door Frame 1829 * 610 mm No. 768.00

24 Aluminium stay 20 cm No. 31.00



27 Jali Fly Proof Galvanised Iron Sqm. 200.00

28 Jali Chicken mesh Sqm. 25.00

a) Jali Welded mesh 25 * 25 * 2.3 mm Sqm. 120.00

b) Jali Welded mesh 25 * 25 * 2.8 mm Sqm. 150.00

c) Jali Welded mesh 50 * 25 * 2.3 mm Sqm. 95.00

d) Jali Welded mesh 50 * 25 * 2.8 mm Sqm. 120.00

e) Jali Welded mesh 50 * 50 * 2.3 mm Sqm. 65.00

f) Jali Welded mesh 50 * 50 * 2.8 mm Sqm. 92.00

29 Wire glass 5 mm thick Sqm. 427.00

30 X.P.M. 12 MM * 18 GAUGE Sqm. 91.00

31 a) Hold fast Iron 300 * 40*5 mm No. 18.00

b) Hold fast for steel gate No. 23.00

32 Sliding Door Bolt

a) Chromium plated 250 mm No. 30.00

b)Aluminium plated 250 mm No. 35.00

c) Brass plated 250 mm No. 48.00

d) Iron plated 250 mm No. 20.00

e)Brass Oxidised 300 mm No. Deleted

33 a) Glass Plain 3 mm Sqm. 250.00

b) Glass Plain 5 mm Sqm. 380.00

34 a) Glass obscured (Bajara) 3 mm Sqm. 270.00

b) Glass obscured (Bajara) 5 mm Sqm. 290.00

35 Brass Oxidised Hooks and Eyes 200 mm No. 40.00

36 Brass Oxidised Hooks and Eyes 225 mm No. 45.00

37 Iron Oxidised Hooks and Eyes 75 mm No. 11.00

215


38 Iron Oxidised Hooks and Eyes 225 mm No. 18.00

39 Aluminium Hooks and Eyes 225 mm No. 37.00

40 Chromium Plated Hooks and Eyes 225 mm No. 25.00

41 Cellular Core Flush Door 35 mm Sqm. 660.00

42 Bearing roller glazed window shutter No. 76.00

43 Chain and Staple Iron No. 25.00

44 Stopper for steel window No. 21.00

45 Chain and stopper 10 cm. No. 22.00

46 Chapras 100 mm Iron Oxidised No. 11.00

47 G.I.Nut Bolt Kg. 75.00

48 G . I .SHOE 75 MM TO 100 MM (18 GUAGE) No. 17.00

49 Iron Oxidised Latch 250 mm long No. 44.00

50 Housing Box to rolling shutter Sqm. 903.00

51 Mortice Lock Superior No. 506.00

52 Solid Core commercial shutter 30 mm thick phenol bonded Sqm. 685.00

53 Iron washer 12 mm to 16 mm No. 4.40

54 Plain Alluminium sheet 24 Guage ( 10' *4' of size) Sqm. 268.00

55 G.I. Precoated trapezoidal zinc coated sheets 0.50mm thick

1 G.I.Pipe 100 mm dia. Medium Type Rmt. 630.00

2 G.I.Pipe 100 mm dia. Heavy Type Rmt. 725.00












Bd - V: WATER SUPPLY AND SANITORY FITTINGS

216







19 G.I. Clamps 100 mm to 150mm No. 17.00



22 G.I.Chain 12 mm dia. Rmt. Deleted

23 G.I.Chain 28 mm dia. Rmt. Deleted

24 G.I. Fixtures Kg. 41.00

25 G.I. Screws 30 mm No. 2.50

26 G.I. Screws 40 mm No. 3.00

27 G.I. Screws 25 mm dia. No. Deleted

28 G.I. Union 25 mm dia. No. 16.00

29 Gully trap cover eith frame No. 142.00

30 Gun Metal stop tap with crutch wheel 20 mm No. 142.00


32 GI. Wire bolt 30 *1.6 cm No. 21.00





37 R.C. Water tank 1.2 mtr.dia. ( 2.5 m length) ltr. 7200.00

38 One piece mold water tank H.D.P. / Fibre (above 1000 ltr.) ltr. 6.60

39 One piece mold water tank H.D.P. / Fibre (upto 1000 ltr.) No. 6.50

40 C.I.Bend 75 mm dia. No. 170.00

41 C.I.Bend 100 mm dia. No. 200.00

42 C.I. Bib tap 12 mm No. 30.00

43 C.I.Grating 150 mm dia. No. 45.00



217


46 C.I.Brackets pair 90.00

47 C.I. Collers 100 mm dia. No. 173.00

48 C.I. Collers 75 mm dia. No. 135.00

49 C.I.Cover 45 * 30 cm. with frame No. 610.00

50 C.I.Cowl /Vent 100 mm dia. No. 230.00



53 C.I.Hinged Cover with Frame No. 446.00

54 C.I. Low level Flush Tank No. Deleted

55 a) C.I.Man hole cover 65 kg. No. 1840.00

b) C.I.Man hole cover 75 kg. No. 1890.00

c) C.I.Man hole cover 85 kg. No. 1930.00

d) C.I.Man hole cover 180 kg.Heavy (0.9 *0.45 m) No. 4500.00

56 C.I.Nahani trap 100 mm dia. (375 mm long) No. 380.00

57 C.I.Nahani trap 75 to 80 mm dia. (375 mm long) No. 300.00

57A C.I.100 * 75 * 300 long arm (weight 6 kg.)Nahani trap No. 440.00

58 C.I.Soil pipe 100 mm dia. Rmt. 630.00

59 C.I.Soil pipe 150 mm dia. Rmt. 1050.00

60 C.I.Soil pipe 75 to 80 mm dia. Rmt. 530.00

61 a)C.I.Rain water pipe 75 mm dia. Rmt. 490.00

b)C.I.Rain water pipe 100 mm dia. Rmt. 600.00

c)C.I.Rain water pipe 150 mm dia. Rmt. 1030.00

62 C.I.Shoe 75 to 100 mm dia. No. 160.00

63 C.I.Shoe 150 mm dia. No. 480.00

64 Ball cock 15 mm dia. P.V.C. FLOT No. 128.00




68 Bib Cock Cock stop tap brass heavy 15 mm No. 115.00



71 Bib tap 12 mm brass medium No. 100.00

218


72 a) Colour wash Hand Basin 55*40 cm. No. 680.00

b) Colour wash Hand Basin 63*45 cm. No. 1280.00

c) White Glazed wash Hand Basin 45*30 cm. No. 320.00

d) White Glazed wash Hand Basin 55*50 cm. No. 520.00

73 Sink White glazed 45*20*30 cm. No. 840.00

74 Pedestal for wash basin ( standard size) No. 740.00

75 Marble Mosaic sink 0.6 * 0.3m. No. Deleted

76 C.C. Septic tank 0.9 m. dia. (2.5 m. long) No. 5800.00

77 C.C. Septic tank 1.20 m. dia. (2.5 m. long) No. 7370.00

78 C.I.Steps for manhole No. 48.00

79 C.I. Cover with frame ( Gully trap) No. 200.00

80 C.I.PLUG BEND 150 MM DIA. No. 400.00

81 Clamp for G.I. pipe 25 mm No. 7.00

82 Clamp for G.I. pipe 200 mm No. Deleted

83 Colour European type W.C. Pan No. 1100.00

84 Earopean type White glazed W.C.pan No. 800.00

85 Earopean type glazed W.C.pan 68 cm. No. Deleted

86 Earopean white glazed earthen ware closet pan No. Deleted

87 W.C.PAN 64 CM. 1 st. class with tap. No. 900.00

88 W.C.PAN 68 CM. 1 st. class with tap (Orisa) No. 1025.00

89 W.C.PAN Coloured glazed 64 CM. (Orissa) No. 1050.00

90 W.C.PAN white glazed 58 CM. Indian. No. 415.00

91 W.C.PAN white glazed 64 CM. (Orissa) No. 825.00

92 W.C.PAN white glazed 57.50 (Orissa) No. 961.00

93 W.C.PAN with P trap 685mm. No. 550.00

94 Fibre Flushing tank for W.C. No. 900.00

95 Flushing tank automatic Urinal 10 ltr. C.I. No. 1060.00

96 Flushing tank automatic Urinal 5 ltr.(P.V.C.) No. 610.00

97 Low level flush pr. st. 10 ltr. No. 914.00

98 Flat back Urinal No. 696.00

99 Stall type Urinal No. 945.00

100 Lipped type Urinal No. 500.00

219


a)Coloured glazed full stall Urinal No. 3381.00

101 Wheel stop tap Brass 15 mm No. 131.00



104 Socket brass for 32 mm tap No. 45.00




108 Socket for 100 mm tap No. 85.00









117 Socket for G.I.PIPE 150 mm tap No. 90.00

118 Span Yarn No. 63.00

119 Strainer for 100 mm No. 477.00







126 Stone ware pipe 100 mm dia. Rmt. 63.00



129 Stone ware GLAZED PIPE HALF ROUND 100 mm dia. Rmt. 52.00

130 Stop tap brass with crunch wheel 15 mm dia. No. 90.00

131 Towel rod with clamps 16 mm dia. No. 90.00

220


132 Mirror 40 * 50cm. with plastic frame No. 297.00

133 Brass T Thimble Socket 32 mm dia. Pair 90.00

134 Brass wheel stop tap 32 mm dia. No. 315.00





139 Half turn flush cock 25 mm dia. No. 270.00

140 8 CM dia. M.S. TUBE 40 TO 65 CM LONG No. 70.00

141 10 CM dia. M.S. TUBE 40 TO 65 CM LONG No. 85.00

142 12 mm Flexble inlet pipe connection No. 39.00

143 Alkathene pipe 40 mm dia.Heavy type Black pipe for Drainage Rmt. 39.00

144 Alkathene pipe special 25 mm dia. for drainage purpose 60 cm long No. Deleted

145 A.C. AIR EXTRACTOR 45 cm . dia. No. 2177.00

146 Bath stone trap 0.6*0.6*0.45m No. Deleted

147 Bell mouth cover 100 mm dia. No. 50.00

148 Box Chamber with lock 0.6*0.45 m. No. 100.00

149 Brass nozzle pillar tap 12 mm No. 143.00

150 Blck bakelite seat to european closer No. 185.00

151 Concussion push button type gun metal tap 15 to 25 mm dia. No. 76.00

152 Coupling cast Iron 100 mm dia. No. 127.00

153 Coupling cast Iron 80 mm dia. No. 83.00

154 Chromium plated 12 mm dia. bib cock No. 66.00

155 Chromium plated brass fountain jet No. 90.00

156 Chromium plated brass No. plate (60*60*1.5mm) No. 40.00

157 Chromium plated brass No. plate (95*40*1.05mm) No. 48.00

158 C.I.Tee No. 177.00

159 C.I.Trap grating 15 *10 cm. No. 89.00

160 C.I. Y junction 100 mm dia. No. 317.00



163 Enameled bend 40 mm dia. No. 20.00

221


164 Ferrul for C.I.PIPE 100MM No. 177.00

165 White glazed foot rest chequred 25 *10cm. Pair 103.00

166 Half round earthware pipe 100 mm (60 cm long) No. 33.00


168 Hum Prope Kg. 51.00

169 Half round Chaina ware pipe 100 mm (60 cm long) No. 33.00


171 B.R.C. Fabric 5mm thick Sqm. 154.00

172 Lead pipe 12 mm dia. Rmt. 152.00




176 Lead plate Kg. 70.00

177 Mohagani seat with lid No. 310.00

178 Mosquito proof coupling No. 38.00

179 Non- Return valve 15 mm for water meter No. 165.00



182 Piller tap 12mm dia. chromium plated heavy No. 147.00

183 Piller tap 12mm dia. chromium plated light No. Deleted

184 P.TRAP AND LEAD PIPE UPTO 40 MM DIA. No. 140.00

185 Rubber gasket Rmt. 30.00

186 Rubber Incertion Kg. 57.00

187 Rubberised adhesive Lit. 176.00

188 Salt glazed stone ware gully trap (150 *150mm) No. 81.00

189 Self project tap brass chromium plated 15 mm No. 70.00

190 Sewer trap No. 262.00

191 Shower rose chromium plated brass 10 cm. No. 89.00

192 P.V.C. Pipe 15 mm dia. 10 kg. pressure ( class IV) Rmt. 17.00




222





199 P.V.C. Pipe 75 mm dia. 4 kg. pressure ( class II) Rmt. 102.00





204 P.V.C. Socket 15 mm dia. No. 10.00







211 P.V.C. Flushing tank (10 ltr.capacity) No. 1007.00

212 Flush valve 32 mm dia. No. 1139.00

213 Bottle trap chromium plated 32 mm dia. No. 402.00

214 Ferocret Tank Ltr. 5.00

215 Stainless Steel Sink of size 600 x 510 x 200mm of Nirali or equivalent make No. 5195.00

NEW ITEM

216 C.P. Pillar Cock Jaquar Make Continental No. 515.00

217 C.P. Pillar Cock (ISI) Jaquar Make Continental No. 515.00

218 C.P. Pillar Cock Long Neck with Aerator Jaquar Make Continental No. 670.00

219 C.P. Bib Cock (ISI) Jaquar Make Continental No. 505.00

220 C.P. Bib Cock Long Thread Jaquar Make Continental No. 540.00

221 C.P. 2-way Bib Cock Jaquar Make Continental No. 780.00

222 C.P. Bib Cock with Wall Flange Long Thread Jaquar Make Continental No. 540.00

223 C.P. Bib Cock with Nozzle Jaquar Make Continental No. 550.00

224 C.P. Angular Stop Cock (ISI) Jaquar Make Continental No. 495.00

225 C.P. Angular Stop Cock Long Thread Jaquar Make Continental No. 525.00

226 C.P. Angular Stop Cock with Wall Flange Jaquar Make Continental No. 525.00

223


227 C.P. Central Hole Basin Mixer without popup Waste system with 450mm Long Braided Hoses Jaquar Make Continental No. 1930.00

228 C.P. Wall Mixer with Telephone Shower Arrangement only but without Telephone Shower Crutch Jaquar Make Continental

No. 2050.00

229 C.P. Wall Mixer Non-Telephonic Shower Arrangement Jaquar Make Continental

No. 1800.00

230 C.P. Wall Mixer (Wall Mounted Model) with Telephone Shower Arrangement only & with Telephone Shower Crutch Jaquar Make Continental

No. 2325.00

231 C.P. Wall Mixer with Provision for Overhead Shower with 115mm Long Bend Pipe & Wall Flange Jaquar Make Continental

No. 2350.00

232 C.P. Sink Mixer with Swinging Casted Spout (Wall Mounted) Jaquar Make Continental

No. 1800.00

233 C.P. Sink Mixer with Swinging Casted Spout (Table Mounted Model) 450mm long Braided Hoses Jaquar Make Continental

No. 1850.00

234 C.P. Sink Cock with Swinging Casted Spout Jaquar Make Continental No. 950.00

235 C.P. Sink Cock with Swinging Casted Spout (Table Mounted) Jaquar Make Continental

No. 990.00

236 C.P. Shower Arm 190mm Long Light Body with Wall Flange Jaquar Make Continental

No. 410.00

237 C.P. Flush Cock with Wall Flange 25mm with Plain Knob Jaquar Make Continental

No. 1625.00

238 C.P. Towel Rail 24" Jaquar Make Continental No. 975.00

239 C.P. Towel Ring Square Jaquar Make Continental No. 625.00

240 C.P. Soap Dish Hokker Jaquar Make Continental No. 735.00

241 C.P. Soap Dish (Polyurethane) Jaquar Make Continental No. 600.00

242 C.P. Toilet Paper Holder Jaquar Make Continental No. 675.00

243 C.P. Toilet Rack 24" with Lower Hanger Jaquar Make Continental No. 2225.00

244 C.P. Handshower (Health Faucet) 1m. PVC Tube with wall hook Jaquar Make No. 1050.00

245 C.P. Pillar Cock Jaquar Make Queen's Collection (Quarter Turn Fitting) No. 990.00

246 C.P. Bib Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 990.00

247 C.P. 2-Way Bib Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 1495.00

248 C.P. Angular Stop Cock with Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 955.00

249 C.P. Central Hole Basin Mixer with Regular Spout without Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 2600.00

224


250 C.P. Central Hole Basin Mixer with Regular Spout with Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 2925.00

251 C.P. Central Hole Basin Mixer with Small Spout without Popup Waste system with 450 mm Long Braided Hoses Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 2400.00

252 C.P Wall Mixer (Wall Mounted Model) with Telephonic Shower Arrangement only but without Crutch Jaquar Make Queen's Collection (Quarter Turn Filling)

No. 2675.00

253 C.P Wall Mixer Non-Telephonic Shower System Jaquar Make Queen's Collection (Quarter Turn Filling)

No. 2425.00

254 C.P Wall Mixer (Wall Mounted Model) with Telephonic Shower Arrangement only & with Telephone Shower Crutch Jaquar Make Queen's Collection (Quarter Turn Filling)

No. 3050.00

255 C.P. Coated Stop Cock with adjustable Wall Flange Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 1080.00

256 MCH Telephone Shower with 1 and 1/2m long Flexible Tube & Suivel Wall Hook Jaquar Make Queen's Collection (Quarter Turn Fitting)

No. 2250.00

257 Hydraulic Door Closer No. 322.00

258 CPVC Pipe 15 mm dia Rmt. 62.20






264 Coupling for 15 mm dia No. 8.50






270 Elbow 90 Degree for 15 mm dia No. 11.60




225




276 Tee for 15 mm dia No. 15.40






282 End Cap for 15 mm dia No. 6.20






288 Ball Valves for 15 mm dia No. 407.50






294 Male Adapter (Brass Threads) for 15 mm dia No. 92.80






300 Male Adapter (Plastic Threads) for 15 mm dia No. 10.50






226


306 Female Adapter (Brass Threads) for 15 mm dia No. 88.90






312 Female Adapter (Plastic Threads) for 15 mm dia No. 14.50



315 Union for 15 mm dia No. 127.70






321 Cross for 15 mm dia No. 23.00

322 Cross for 20 mm dia No. 50.10

323 Step over Bend 15 mm dia No. 35.50

324 Step over Bend 20 mm dia No. 59.10

325 Tee Holder for 15 mm dia No. 5.40

326 Tee Holder for 32 mm dia No. 6.50

327 End Plug Threaded for 15 mm dia No. 5.30

227


328 R.C.C. Chamber cover with frame

a) 90cm x 45cm

i) Heavy Duty 225 kg No. 1470.00

ii) Medium Duty 140 kg No. 915.00

b) 60cm x 45cm

i) Heavy Duty 160 kg No. 1178.00

ii) Medium Duty 100 kg No. 690.00

329 I.S.I Ferrul Connection

i) 15mm dia No. 364.00

ii) 20mm dia No. 595.00

iii) 25mm dia No. 1014.00

iv) 32mm dia No. 1725.00

v) 40mm dia No. 2530.00

vi) 50mm dia No. 4289.00

1 Barbed wire Kg. 51.00

2 Chunam / White lime powder Kg. 9.00

3 Coir String Kg. 61.00

4 Copper plate Kg. 275.00

5 Copper upper terminal (Lightening) Kg. 260.00

6 Copper Tape width 25 mm * 3 mm thick Kg. 260.00

7 Cripped wire chain link 3'-0" , 4'- 0" and 5'- 0 " wide Sqm. 38.00

8 Maxphalt M.T. 7658.00

9 Mosquito proof Nylone Net Sqm. 51.00

10 Nylone Rope Kg. 127.00

11 Tarat 36" width ( Gunny cloth) Rmt. 23.00

12 Glass Brick Sqm. 1332.00

1 R.C.C. Boundary stone 75* 20 *15 cm. No. 275.00

2 R.C.C. guard stone ( standard size) No. 275.00

3 R.C.C. Kilometre stone No. 1050.00

4 Laterite oversize metal Cum 110.00

5 Laterite Rubble on Quarry Cum 97.00

6 Laterite stones 45 *22 *20 cm. No. 20.00



9 Trap metal 40 mm Blasted Cum 250.00

Rd - : Road works

Bd - W: MISCELLANEOUS

228


10 Trap metal 40 mm Un- Blasted Cum 245.00

11 Bitumen Primer Ltr. 68.00

12 Fire wood Qutl. 200.00

13 Solvent Ltr. 11.50

14 Gravel at Nalla bed Cum 103.00

1 R.C.C. PIPE 1200 MM DIA. (Np 3) 2.5 m long with coller I.R.C. No. 15616.00









10 R.C.C. pipe Np 2 class 1000 mm dia. 2.5 m long. No. 6404.00













1 Bitumen Joint FILLER 18 KG. Tin No. 782.00

2 Bitumen pad 25 mm thick ( 4'*4') No. 1200.00

3 Restrained Neoprene Bearing Cu.cm. 1.00

CD - : CROSS DRAINAGE WORKS

BR - : BRIDGE WORKS

229

Sr.No. DESCRIPTION UNIT Rate in Rs.For 2010-11

1 BLACK SMITH WITH TOOLS,II CLASS. DAY 225.002 STONE CUTTER WITH TOOLS,SEMI- SKL. DAY 227.003 MASON IST CLASS,SKILLED. DAY 260.004 MASON IIND CLASS,SKILLED. DAY 229.005 CARPENTER IST CLASS,SKILLED. DAY 260.006 CARPENTER IIND CLASS,SKILLED. DAY 229.007 PLUMBER WITH TOOLS,SKILLED. DAY 243.008 GLAZIER WITH TOOLS,SKILLED. DAY 243.009 TIN SMITH WITH TOOLS,SEMI-SKL. DAY 225.0010 PAINTER I CLASS,SKILLED. DAY 233.0011 PAINTER IIND CLASS,SKILLED. DAY 229.0012 HEAD FITTER WITH TOOLS,SKILLED DAY 230.0013 MECHANIC. DAY 233.0014 LORRY DRIVER/MIXER OPERATOR. DAY 233.0015 WELDER/DRILLER,SKILLED DAY 233.0016 POLISHMAN,SEMISKILLED . DAY 225.0017 ASSISTANT PLUMBER,SKILLED. DAY 229.0018 Maistry skilled/ Supervisor DAY 233.0019 VIBRATOR OPERATOR (SKILLED). DAY 229.0020 Skilled Labour DAY 229.0021 Boreman Skilled DAY 229.0022 ASPHALT SPRAYER SKILLED DAY 229.0023 Minor or Blaster Semi skilled DAY 225.0024 QUARRY MAN,SEMI-SKILLED DAY 225.0025 PAINTER(WHITE WASHER)SEMI-SKL. DAY 221.0026 Labour for Exc. in Hard rock (un-blast) DAY 221.0027 TILE TURNER,SEMI SKILLED DAY 225.0028 Majdoor for polishing DAY 225.0029 Bar bender skilled DAY 225.0030 BHISTI(MIXING/CURING),SEMI-SKL. DAY 225.0031 Mukadum semi skilled DAY 225.0032 TAR HANDLER,SEMI-SKILLED DAY 225.0033 Helper, unskilled DAY 221.0034 Tree cutter , semiskilled DAY 225.0035 NAVAGHANI. DAY 225.0036 MAZDOOR,UNSKILLED HEAVY/MALE. DAY 225.0037 MAZDOOR UNSKILLED LIGHT/FEMALE DAY 221.00

STATEMENT A-2

SUMMARY OF LABOUR RATES

231

Sr.No. DESCRIPTION UNIT Rate in Rs.For 2010-11

38 Below Boy. DAY 221.0039 FITTER IST CLASS WITH TOOLS,SKILLED DAY 233.0040 FITTER IIND CLASS WITH TOOLS,SKILLED DAY 229.0041 Gunman for Guniting DAY 229.0042 Lab. Assistant DAY 229.0043 Labour for tile turning DAY 221.0044 Excavator , Heavy unskilled DAY 221.0045 Breaker , semi - skilled DAY 225.0046 Hole driller semiskilled DAY 225.0047 Chiseler semi - skilled DAY 225.0048 Foreman Skilled DAY 229.0049 Bandhani semi -skilled DAY 225.0050 Emgraver for lettering skilled DAY 230.0051 Frabi , Weld ,Drilling DAY 229.0052 Khalashi / Diers DAY 293.0053 Jack Hammer Operator DAY 233.0054 ELECTRICIAN DAY 233.0055 Welder skilled DAY 233.0056 Labour for traffic regulations DAY 221.0057 WATCHMAN DAY 221.0058 Compressor operator / driver DAY 233.0059 SUPERVISOR DAY 233.00

232

1 Power roller ( 8 to 10 M.T.) Hour 415.00

2 Water Tanker Hour 417.00

3 Vibrator Hour 95.00

4 Concrete mixer Hour 150.00

5 Ashphalt Mixer Hour 229.00

6 Boiler ( Ashphalt) Hour 16.00

7 Country Craft with boatman Day 253.00

8 Hire of set of five donkeys Day 212.00

9 Weighing Machine ( per truck) No. 47.00

10 Air Compressor Hour 491.00

11 Guiniting Gun Hour 165.00

12 Rent for water Tank Trip 277.00

13 Bouser K.M. 32.50

14 Paver finisher Hour 811.00

15 hotmix Plant (30 to 40 t) Hour 2188.00

16 Road Roller ( 8 to 10 tonne) Hour 412.00

17 Heating charges for hotmix plant Hour 1866.00

18 Road Roller ( 4 to 5 tonne) Hour 198.00

19 Crusher Hour 449.00

20 Tile polishing machine withPolishman Day 644.00

21 Welding Machine Day 209.00

22 Electrical drill Machine Day 154.00

23 Electrical gas cutting Machine Day 154.00

24 Chain and pully Day 154.00

25 Rotary core driller machinery Day 673.00

26 Pile boring machinery 325 - 400 mm dia. R.M. 112.00

27 Blow lamp Day 6.25

28 Machinery for guniting Sqm. 131.00

29 Jack Hammer Day 305.00

30 Boulder Hoist Hour 168.00

31 Water pump upto 15 H.P.Tanker Hour 157.00

32 Rent of floating platform Day 107.00

STATEMENT A-3

SR. No. DESCRIPTION UNIT Rate in Rs.

For 2010-11

SUMMARY OF MACHINERY RATES OF 2010-11

233

SR. No. DESCRIPTION UNIT Rate in Rs.

For 2010-11

33 Rent of Generator set 21 to 30 KW. Hour 285.00

34 Rent of crane (12.00 tonne) Hour 775.00

35 Wagon drill Day 219.00

36 Equipment for cutting tree Hour 84.00

37 Rammer Hour 104.00

38 Dumpper / Tipper Hour 536.00

39 Mechnical sprayer M.T. 1016.00

40 Mastic cooker 1 M.T. CAPACITY Day 1765.00

41 Vibratory roller Hour 344.00

42 Excavator 300 CK and H.P. - 51 Hour 3015.00

43 Motergrader Hour 1178.00

44 Diesel welding plant Hour 209.00

45 Bouzer heating / Spraying Ashphalt M.T. 199.00

46 Drum Mix Plant Hour 1853.00

47 Self Propelled Paver Finisher Hour 811.00

48 Bitumen Pressure Sprayer M.T. 141.00

49 Truck for roller transport ( 8 to 10 M.T.) K.M. 39.75

50 Truck ( 7.50 M.T.) K.M. 39.75

51 Hot mix Mini Plant Hour 774.00

52 Pavement Breaker Hour 247.00

53 Tractor Hour 294.00

54 Loders ( H.P. 62) Hour 992.00

55 Hydraulic Portable Braker Hour 318.00

Note: Machinery rates given above are as per Chief Engineer, (Mech.) Irrigation Department, Nashik, prevailing schedule or Rates (Issued on 1/09/2009)

234

Petrol 53.92 per Ltr.Diesel 40.83 per Ltr.Engine Oil 175.00 per Ltr.

Leads in Av. speed No.of Km's Qty.of Cost of Qty.of Cost of Cost of Hire Total Add 10% Total of (Cost per LeadKMS. Kms./Hrs. Trips Done Diesel Diesel Mobile Oil Mobile Oil 6 Charges cost overhead Trip in

L S =8/2(L/S)+ 2NL+6 Ltr. @ Ltr. @ Mazdoor of Truck. Rs. charges. Kms.40.83 175.00 221.00 1400.00 (6+8+9+10) (11+12) col. 13/3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 150.50 15.00 7.50 13.50 4.50 183.74 0.096 16.88 1326.00 1400.00 2926.61 292.66 3219.27 429.24 0.50

1.00 16.00 7.11 20.22 6.74 275.22 0.144 25.28 1326.00 1400.00 3026.50 302.65 3329.15 468.16 1.00

1.50 16.50 6.77 26.31 8.77 358.05 0.188 32.88 1326.00 1400.00 3116.93 311.69 3428.63 506.50 1.50

2.00 17.00 6.48 31.90 10.63 434.22 0.228 39.88 1326.00 1400.00 3200.10 320.01 3520.12 543.55 2.00

2.50 17.25 6.20 37.01 12.34 503.72 0.264 46.26 1326.00 1400.00 3275.99 327.60 3603.59 581.01 2.50

3.00 17.50 5.96 41.74 13.91 568.15 0.298 52.18 1326.00 1400.00 3346.33 334.63 3680.96 617.88 3.00

3.50 17.75 5.74 46.16 15.39 628.26 0.330 57.70 1326.00 1400.00 3411.96 341.20 3753.16 654.16 3.50

4.00 18.00 5.54 50.31 16.77 684.69 0.359 62.88 1326.00 1400.00 3473.57 347.36 3820.93 689.89 4.00

4.50 18.25 5.36 54.22 18.07 737.94 0.387 67.78 1326.00 1400.00 3531.71 353.17 3884.88 725.09 4.50

5.00 18.50 5.19 57.93 19.31 788.42 0.414 72.41 1326.00 1400.00 3586.84 358.68 3945.52 759.78 5.00

6.00 18.75 4.88 64.54 21.51 878.34 0.461 80.67 1326.00 1400.00 3685.01 368.50 4053.52 830.97 6.00

7.00 19.00 4.61 70.48 23.49 959.30 0.503 88.11 1326.00 1400.00 3773.40 377.34 4150.75 901.15 7.00

8.00 19.30 4.37 75.98 25.33 1034.13 0.543 94.98 1326.00 1400.00 3855.11 385.51 4240.62 969.52 8.00

9.00 19.60 4.17 81.06 27.02 1103.28 0.579 101.33 1326.00 1400.00 3930.61 393.06 4323.67 1036.80 9.00

10.00 20.00 4.00 86.00 28.67 1170.46 0.614 107.50 1326.00 1400.00 4003.96 400.40 4404.36 1101.09 10.00

15.00 25.00 3.64 115.09 38.36 1566.39 0.822 143.86 1326.00 1400.00 4436.25 443.63 4879.88 1341.97 15.0020.00 25.00 3.08 129.08 43.03 1756.74 0.922 161.35 1326.00 1400.00 4644.08 464.41 5108.49 1660.26 20.00

STATEMENT C (For 2010-2011) P.W.PUNE REGION

Carriage of Material over distance exceeding 0.50 Km. including loading and unloding.

235

Petrol 53.92 per Ltr.Diesel 40.83 per Ltr.Engine Oil 175.00 per Ltr.

Leads in Av. speed No.of Km's Qty.of Cost of Qty.of Cost of Cost of Hire Total Add 10% Total of (Cost per LeadKMS. Kms./Hrs. Trips Done Diesel Diesel Mobile Oil Mobile Oil 6 Charges cost overhead Trip in

L S =8/2(L/S)+ 2NL+6 Ltr. @ Ltr. @ Mazdoor of Truck. Rs. charges. Kms.40.83 175.00 221.00 1400.00 (6+8+9+10) (11+12) col. 13/3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

STATEMENT C (For 2010-2011) P.W.PUNE REGION

Carriage of Material over distance exceeding 0.50 Km. including loading and unloding.

25.00 25.00 2.67 139.33 46.44 1896.33 0.995 174.17 1326.00 1400.00 4796.49 479.65 5276.14 1978.55 25.0030.00 25.00 2.35 147.18 49.06 2003.07 1.051 183.97 1326.00 1400.00 4913.04 491.30 5404.35 2296.85 30.0035.00 30.00 2.40 174.00 58.00 2368.14 1.243 217.50 1326.00 1400.00 5311.64 531.16 5842.80 2434.50 35.0040.00 30.00 2.18 180.55 60.18 2457.22 1.290 225.68 1326.00 1400.00 5408.91 540.89 5949.80 2726.99 40.0045.00 30.00 2.00 186.00 62.00 2531.46 1.329 232.50 1326.00 1400.00 5489.96 549.00 6038.96 3019.48 45.0050.00 30.00 1.85 190.62 63.54 2594.28 1.362 238.27 1326.00 1400.00 5558.54 555.85 6114.40 3311.97 50.0060.00 30.00 1.60 198.00 66.00 2694.78 1.414 247.50 1326.00 1400.00 5668.28 566.83 6235.11 3896.94 60.0070.00 30.00 1.41 203.65 67.88 2771.64 1.455 254.56 1326.00 1400.00 5752.20 575.22 6327.41 4481.92 70.0080.00 30.00 1.26 208.11 69.37 2832.31 1.486 260.13 1326.00 1400.00 5818.44 581.84 6400.29 5066.90 80.0090.00 30.00 1.14 211.71 70.57 2881.43 1.512 264.64 1326.00 1400.00 5872.07 587.21 6459.28 5651.87 90.00100.00 30.00 1.04 214.70 71.57 2922.01 1.534 268.37 1326.00 1400.00 5916.38 591.64 6508.02 6236.85 100.00125.00 40.00 1.10 281.86 93.95 3836.14 2.013 352.33 1326.00 1400.00 6914.47 691.45 7605.92 6892.86 125.00150.00 40.00 0.94 288.35 96.12 3924.48 2.060 360.44 1326.00 1400.00 7010.92 701.09 7712.02 8194.02 150.00175.00 40.00 0.82 293.18 97.73 3990.17 2.094 366.47 1326.00 1400.00 7082.65 708.26 7790.91 9495.17 175.00200.00 40.00 0.73 296.91 98.97 4040.93 2.121 371.14 1326.00 1400.00 7138.07 713.81 7851.88 10796.33 200.00

Note : 1.No. of trips in working of 8 hours N =8/2(L/S)+12.In col. 4 of Kms. Done allowance of 6 KMS. is considered.3.Consumptionof Mobile Oil - 1Ltr. per 140 Kms. of travel (oil rate is Rs.175/Ltr.)4.Mazdoor for Loading /Unloading RS. 221.00/Day5.Higher charges of Truck Rs. 1400/day6.L.F. - PAY LOAD factor/Trip

236

Lead in CostKms. per

Trip Unit Cum Fuel Unit Cum Fuel Unit Cum Fuel Unit Cum FuelL.F. 6.00 Compo. L.F. 4.80 Compo. L.F. 5.45 Compo. L.F. 3.00 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 71.54 4.90 89.42 6.13 78.76 5.40 143.08 9.81

1.00 468.16 78.03 7.75 97.53 9.68 85.90 8.53 156.05 15.49

1.50 506.50 84.42 10.59 105.52 13.23 92.94 11.66 168.83 21.18

2.00 543.55 90.59 13.42 113.24 16.78 99.73 14.78 181.18 26.84

2.50 581.01 96.84 16.26 121.04 20.32 106.61 17.90 193.67 32.51

3.00 617.88 102.98 19.09 128.72 23.86 113.37 21.02 205.96 38.18

3.50 654.16 109.03 21.92 136.28 27.40 120.03 24.13 218.05 43.84

4.00 689.89 114.98 24.75 143.73 30.93 126.59 27.24 229.96 49.49

4.50 725.09 120.85 27.57 151.06 34.46 133.04 30.35 241.70 55.14

5.00 759.78 126.63 30.39 158.29 37.99 139.41 33.46 253.26 60.78

6.00 830.97 138.50 36.04 173.12 45.05 152.47 39.68 276.99 72.09

7.00 901.15 150.19 41.69 187.74 52.11 165.35 45.90 300.38 83.38

8.00 969.52 161.59 47.33 201.98 59.16 177.89 52.10 323.17 94.65

9.00 1036.80 172.80 52.96 216.00 66.20 190.24 58.30 345.60 105.92

10.00 1101.09 183.51 58.57 229.39 73.22 202.03 64.48 367.03 117.15

15.00 1341.97 223.66 86.23 279.58 107.78 246.23 94.93 447.32 172.45

STATEMENT - C 1 (2010-2011) PUNE REGION

Lime,Murum ,Building Rabish

Manure ofSludge

ExcavatedRock

Earth

237


Trip Unit Cum Fuel Unit Cum Fuel Unit Cum Fuel Unit Cum FuelL.F. 6.00 Compo. L.F. 4.80 Compo. L.F. 5.45 Compo. L.F. 3.00 Compo.

1 2 3 4 5 6 7 8 9 10

20.00 1660.26 276.71 114.29 345.89 142.86 304.63 125.82 553.42 228.57

25.00 1978.55 329.76 142.35 412.20 177.93 363.04 156.71 659.52 284.69

30.00 2296.85 382.81 170.41 478.51 213.01 421.44 187.60 765.62 340.81

35.00 2434.50 405.75 197.51 507.19 246.89 446.70 217.45 811.50 395.03

40.00 2726.99 454.50 225.44 568.12 281.80 500.37 248.19 909.00 450.88

45.00 3019.48 503.25 253.36 629.06 316.70 554.03 278.93 1006.49 506.73

50.00 3311.97 551.99 281.29 689.99 351.61 607.70 309.67 1103.99 562.57

60.00 3896.94 649.49 337.14 811.86 421.42 715.04 371.16 1298.98 674.27

70.00 4481.92 746.99 392.99 933.73 491.23 822.37 432.64 1493.97 785.97

80.00 5066.90 844.48 448.83 1055.60 561.04 929.71 494.13 1688.97 897.67

90.00 5651.87 941.98 504.68 1177.47 630.85 1037.04 555.61 1883.96 1009.37

100.00 6236.85 1039.47 560.53 1299.34 700.66 1144.38 617.10 2078.95 1121.06

125.00 6892.86 1148.81 695.90 1436.01 869.87 1264.75 766.13 2297.62 1391.79

150.00 8194.02 1365.67 834.67 1707.09 1043.33 1503.49 918.90 2731.34 1669.34

175.00 9495.17 1582.53 973.44 1978.16 1216.80 1742.23 1071.68 3165.06 1946.88

200.00 10796.33 1799.39 1112.21 2249.24 1390.26 1980.98 1224.45 3598.78 2224.42

Lime,Murum , Earth Manure of ExcavatedBuilding Rabish Sludge Rock

238


Trip Unit Cum Fuel Unit Cum Fuel Unit Cum Fuel Unit Cum FuelL.F.5.00 Compo. L.F. 4.62 Compo. L.F. 4.25 Compo. L.F. 6.00 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 85.85 5.88 92.91 6.37 101.00 6.92 71.54 4.90

1.00 468.16 93.63 9.30 101.33 10.06 110.16 10.94 78.03 7.75

1.50 506.50 101.30 12.71 109.63 13.75 119.18 14.95 84.42 10.59

2.00 543.55 108.71 16.11 117.65 17.43 127.89 18.95 90.59 13.42

2.50 581.01 116.20 19.51 125.76 21.11 136.71 22.95 96.84 16.26

3.00 617.88 123.58 22.91 133.74 24.79 145.38 26.95 102.98 19.09

3.50 654.16 130.83 26.30 141.59 28.47 153.92 30.94 109.03 21.92

4.00 689.89 137.98 29.70 149.33 32.14 162.33 34.94 114.98 24.75

4.50 725.09 145.02 33.08 156.95 35.81 170.61 38.92 120.85 27.57

5.00 759.78 151.96 36.47 164.45 39.47 178.77 42.91 126.63 30.39

6.00 830.97 166.19 43.25 179.86 46.81 195.52 50.88 138.50 36.04

7.00 901.15 180.23 50.03 195.05 54.14 212.03 58.86 150.19 41.69

8.00 969.52 193.90 56.79 209.85 61.46 228.12 66.81 161.59 47.33

9.00 1036.80 207.36 63.55 224.42 68.78 243.95 74.76 172.80 52.96

10.00 1101.09 220.22 70.29 238.33 76.07 259.08 82.69 183.51 58.57

15.00 1341.97 268.39 103.47 290.47 111.98 315.76 121.73 223.66 86.23

STATEMENT -C1 (2010-2011) PUNE REGION

Sand,Stone below 40 mmNormal size, Brick,Sider agree Timber

Stone aggrigates 40 mm Normal size, and Above

Soling Stone Concrete Block (Form)

239


Trip Unit Cum Fuel Unit Cum Fuel Unit Cum Fuel Unit Cum FuelL.F.5.00 Compo. L.F. 4.62 Compo. L.F. 4.25 Compo. L.F. 6.00 Compo.

1 2 3 4 5 6 7 8 9 10

20.00 1660.26 332.05 137.14 359.36 148.42 390.65 161.34 276.71 114.29

25.00 1978.55 395.71 170.82 428.26 184.87 465.54 200.96 329.76 142.35

30.00 2296.85 459.37 204.49 497.15 221.31 540.43 240.57 382.81 170.41

35.00 2434.50 486.90 237.02 526.95 256.51 572.82 278.84 405.75 197.51

40.00 2726.99 545.40 270.53 590.26 292.78 641.64 318.27 454.50 225.44

45.00 3019.48 603.90 304.04 653.57 329.04 710.47 357.69 503.25 253.36

50.00 3311.97 662.39 337.54 716.88 365.31 779.29 397.11 551.99 281.29

60.00 3896.94 779.39 404.56 843.49 437.84 916.93 475.96 649.49 337.14

70.00 4481.92 896.38 471.58 970.11 510.37 1054.57 554.80 746.99 392.99

80.00 5066.90 1013.38 538.60 1096.73 582.90 1192.21 633.65 844.48 448.83

90.00 5651.87 1130.37 605.62 1223.35 655.43 1329.85 712.49 941.98 504.68

100.00 6236.85 1247.37 672.64 1349.97 727.96 1467.49 791.34 1039.47 560.53

125.00 6892.86 1378.57 835.08 1491.96 903.76 1621.85 982.44 1148.81 695.90

150.00 8194.02 1638.80 1001.60 1773.60 1083.98 1928.00 1178.35 1365.67 834.67

175.00 9495.17 1899.03 1168.13 2055.23 1264.21 2234.16 1374.27 1582.53 973.44

200.00 10796.33 2159.27 1334.65 2336.87 1444.43 2540.31 1570.18 1799.39 1112.21

Sand,Stone below 40 mmNormal size, Brick,Sider agree Timber

Stone aggrigates 40 mm Normal size, and Above

Soling Stone Concrete Block (Form)

240


Trip Unit M .Tonne Fuel Unit M .Tonne Fuel Unit M .Tonne Fuel Unit M .Tonne FuelL.F.7.00 Compo. L.F. 4.50 Compo. L.F. 5.50 Compo. L.F.3.00 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 61.32 4.20 95.39 6.54 78.04 5.35 143.08 9.81

1.00 468.16 66.88 6.64 104.04 10.33 85.12 8.45 156.05 15.49

1.50 506.50 72.36 9.08 112.56 14.12 92.09 11.55 168.83 21.18

2.00 543.55 77.65 11.50 120.79 17.90 98.83 14.64 181.18 26.84

2.50 581.01 83.00 13.93 129.11 21.68 105.64 17.74 193.67 32.51

3.00 617.88 88.27 16.36 137.31 25.45 112.34 20.83 205.96 38.18

3.50 654.16 93.45 18.79 145.37 29.23 118.94 23.91 218.05 43.84

4.00 689.89 98.56 21.21 153.31 32.99 125.43 27.00 229.96 49.49

4.50 725.09 103.58 23.63 161.13 36.76 131.83 30.08 241.70 55.14

5.00 759.78 108.54 26.05 168.84 40.52 138.14 33.15 253.26 60.78

6.00 830.97 118.71 30.89 184.66 48.06 151.09 39.32 276.99 72.09

7.00 901.15 128.74 35.73 200.26 55.59 163.85 45.48 300.38 83.38

8.00 969.52 138.50 40.57 215.45 63.10 176.28 51.63 323.17 94.65

9.00 1036.80 148.11 45.39 230.40 70.61 188.51 57.77 345.60 105.92

10.00 1101.09 157.30 50.21 244.69 78.10 200.20 63.90 367.03 117.15

Tar bitumen, Roofing Felt &Flooring Asphalt etc.

Steam Coal (Form) Mating, Thating Bamboos& Ballies Ceilings, Boards

Rubber, PVC pipes


Steel, Cement,Stone block,G.I.C.I.C.C.& A.C.Pipes

below mm/dia.steel & plate Glassin packs and distemper A.C.sheet

& fitting iron sheet

241


Trip Unit M .Tonne Fuel Unit M .Tonne Fuel Unit M .Tonne Fuel Unit M .Tonne FuelL.F.7.00 Compo. L.F. 4.50 Compo. L.F. 5.50 Compo. L.F.3.00 Compo.

1 2 3 4 5 6 7 8 9 10

15.00 1341.97 191.71 73.91 298.21 114.97 243.99 94.06 447.32 172.45

20.00 1660.26 237.18 97.96 368.95 152.38 301.87 124.68 553.42 228.57

25.00 1978.55 282.65 122.01 439.68 189.80 359.74 155.29 659.52 284.69

30.00 2296.85 328.12 146.06 510.41 227.21 417.61 185.90 765.62 340.81

35.00 2434.50 347.79 169.30 541.00 263.35 442.64 215.47 811.50 395.03

40.00 2726.99 389.57 193.23 606.00 300.58 495.82 245.93 909.00 450.88

45.00 3019.48 431.35 217.17 671.00 337.82 549.00 276.40 1006.49 506.73

50.00 3311.97 473.14 241.10 735.99 375.05 602.18 306.86 1103.99 562.57

60.00 3896.94 556.71 288.97 865.99 449.52 708.54 367.79 1298.98 674.27

70.00 4481.92 640.27 336.84 995.98 523.98 814.89 428.71 1493.97 785.97

80.00 5066.90 723.84 384.71 1125.98 598.45 921.25 489.64 1688.97 897.67

90.00 5651.87 807.41 432.59 1255.97 672.91 1027.61 550.56 1883.96 1009.37

100.00 6236.85 890.98 480.46 1385.97 747.38 1133.97 611.49 2078.95 1121.06

125.00 6892.86 984.69 596.48 1531.75 927.86 1253.25 759.16 2297.62 1391.79

150.00 8194.02 1170.57 715.43 1820.89 1112.89 1489.82 910.55 2731.34 1669.34

175.00 9495.17 1356.45 834.38 2110.04 1297.92 1726.40 1061.93 3165.06 1946.88

200.00 10796.33 1542.33 953.32 2399.18 1482.95 1962.97 1213.32 3598.78 2224.42

Steel, Cement,Stone block,G.I.C.I.C.C.& A.C.Pipes

below mm/dia.steel & plate Glassin packs and distemper A.C.sheet

& fitting iron sheet

Tar bitumen, Roofing Felt &Flooring Asphalt etc.

Mating, Thating Bamboos& Ballies Ceilings, Boards

Rubber, PVC pipes

Steam Coal (Form)

242


Trip Unit 1000 Nos. Fuel Unit 1000 Nos. Fuel Unit 1000 Nos. FuelCum L.F.2.00 Compo. Cum L.F.3.20 Compo. Cum L.F. 10.00 Compo.

1 2 3 4 5 6 7 8

0.50 429.24 214.62 14.71 134.14 9.19 42.92 2.94

1.00 468.16 234.08 23.24 146.30 14.53 46.82 4.65

1.50 506.50 253.25 31.76 158.28 19.85 50.65 6.35

2.00 543.55 271.77 40.26 169.86 25.17 54.35 8.05

2.50 581.01 290.51 48.77 181.57 30.48 58.10 9.75

3.00 617.88 308.94 57.27 193.09 35.79 61.79 11.45

3.50 654.16 327.08 65.76 204.42 41.10 65.42 13.15

4.00 689.89 344.95 74.24 215.59 46.40 68.99 14.85

4.50 725.09 362.54 82.71 226.59 51.69 72.51 16.54

5.00 759.78 379.89 91.17 237.43 56.98 75.98 18.23

6.00 830.97 415.49 108.13 259.68 67.58 83.10 21.63

7.00 901.15 450.57 125.07 281.61 78.17 90.11 25.01

8.00 969.52 484.76 141.98 302.97 88.74 96.95 28.40

9.00 1036.80 518.40 158.87 324.00 99.30 103.68 31.77

10.00 1101.09 550.54 175.72 344.09 109.82 110.11 35.14

15.00 1341.97 670.98 258.68 419.36 161.67 134.20 51.74

20.00 1660.26 830.13 342.86 518.83 214.29 166.03 68.57


Bricks/Modular Bricks/Trade bricks and

Empty Cement bags

Tiles half roundTiles/ Roofing tiles

Glass blocks(Hollow) 100 mm

& 200 mm

243


Trip Unit 1000 Nos. Fuel Unit 1000 Nos. Fuel Unit 1000 Nos. FuelCum L.F.2.00 Compo. Cum L.F.3.20 Compo. Cum L.F. 10.00 Compo.

1 2 3 4 5 6 7 8

25.00 1978.55 989.28 427.04 618.30 266.90 197.86 85.41

30.00 2296.85 1148.42 511.22 717.76 319.51 229.68 102.24

35.00 2434.50 1217.25 592.54 760.78 370.34 243.45 118.51

40.00 2726.99 1363.49 676.32 852.18 422.70 272.70 135.26

45.00 3019.48 1509.74 760.09 943.59 475.06 301.95 152.02

50.00 3311.97 1655.98 843.86 1034.99 527.41 331.20 168.77

60.00 3896.94 1948.47 1011.41 1217.79 632.13 389.69 202.28

70.00 4481.92 2240.96 1178.96 1400.60 736.85 448.19 235.79

80.00 5066.90 2533.45 1346.50 1583.40 841.56 506.69 269.30

90.00 5651.87 2825.94 1514.05 1766.21 946.28 565.19 302.81

100.00 6236.85 3118.42 1681.59 1949.01 1051.00 623.68 336.32

125.00 6892.86 3446.43 2087.69 2154.02 1304.81 689.29 417.54

150.00 8194.02 4097.01 2504.00 2560.63 1565.00 819.40 500.80

175.00 9495.17 4747.59 2920.32 2967.24 1825.20 949.52 584.06

200.00 10796.33 5398.16 3336.63 3373.85 2085.39 1079.63 667.33

Bricks/Modular Bricks/Trade bricks and

Empty Cement bags

Tiles half roundTiles/ Roofing tiles

Glass blocks(Hollow) 100 mm

& 200 mm

244

Lead in Cost 100mm 150mm 200mm 250mmKms. per Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.4.80 Compo. L.F. 2.40 Compo. L.F.1.35 Compo. L.F.1.05 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 89.42 6.13 178.85 12.26 317.95 21.79 408.80 28.02

1.00 468.16 97.53 9.68 195.07 19.37 346.79 34.43 445.87 44.27

1.50 506.50 105.52 13.23 211.04 26.47 375.19 47.06 482.38 60.50

2.00 543.55 113.24 16.78 226.48 33.55 402.63 59.65 517.66 76.69

2.50 581.01 121.04 20.32 242.09 40.64 430.38 72.25 553.35 92.90

3.00 617.88 128.72 23.86 257.45 47.72 457.69 84.84 588.45 109.08

3.50 654.16 136.28 27.40 272.57 54.80 484.56 97.42 623.01 125.25

4.00 689.89 143.73 30.93 287.45 61.87 511.03 109.98 657.04 141.41

4.50 725.09 151.06 34.46 302.12 68.92 537.10 122.53 690.56 157.54

5.00 759.78 158.29 37.99 316.57 75.98 562.80 135.07 723.60 173.66

6.00 830.97 173.12 45.05 346.24 90.11 615.53 160.19 791.40 205.96

7.00 901.15 187.74 52.11 375.48 104.22 667.52 185.29 858.24 238.23

8.00 969.52 201.98 59.16 403.97 118.32 718.16 210.34 923.35 270.44

9.00 1036.80 216.00 66.20 432.00 132.39 768.00 235.37 987.43 302.62

10.00 1101.09 229.39 73.22 458.79 146.43 815.62 260.33 1048.66 334.70

15.00 1341.97 279.58 107.78 559.15 215.56 994.05 383.22 1278.06 492.72

20.00 1660.26 345.89 142.86 691.77 285.71 1229.82 507.94 1581.20 653.06


S.W.Pipes S.W.Pipes

245


Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.4.80 Compo. L.F. 2.40 Compo. L.F.1.35 Compo. L.F.1.05 Compo.

1 2 3 4 5 6 7 8 9 10

25.00 1978.55 412.20 177.93 824.40 355.87 1465.60 632.65 1884.34 813.41

30.00 2296.85 478.51 213.01 957.02 426.02 1701.37 757.36 2187.47 973.75

35.00 2434.50 507.19 246.89 1014.38 493.79 1803.33 877.84 2318.57 1128.65

40.00 2726.99 568.12 281.80 1136.25 563.60 2019.99 1001.95 2597.13 1288.22

45.00 3019.48 629.06 316.70 1258.12 633.41 2236.65 1126.06 2875.69 1447.79

50.00 3311.97 689.99 351.61 1379.99 703.22 2453.31 1250.17 3154.25 1607.36

60.00 3896.94 811.86 421.42 1623.73 842.84 2886.62 1498.38 3711.37 1926.49

70.00 4481.92 933.73 491.23 1867.47 982.46 3319.94 1746.60 4268.49 2245.63

80.00 5066.90 1055.60 561.04 2111.21 1122.08 3753.26 1994.82 4825.61 2564.77

90.00 5651.87 1177.47 630.85 2354.95 1261.71 4186.57 2243.03 5382.73 2883.90

100.00 6236.85 1299.34 700.66 2598.69 1401.33 4619.89 2491.25 5939.86 3203.04

125.00 6892.86 1436.01 869.87 2872.03 1739.74 5105.82 3092.88 6564.63 3976.55

150.00 8194.02 1707.09 1043.33 3414.17 2086.67 6069.64 3709.63 7803.83 4769.53

175.00 9495.17 1978.16 1216.80 3956.32 2433.60 7033.46 4326.39 9043.02 5562.50

200.00 10796.33 2249.24 1390.26 4498.47 2780.52 7997.28 4943.15 10282.22 6355.48

S.W.Pipes S.W.Pipes

246


Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F..84 Compo. L.F. 0.66 Compo. L.F.0.42 Compo. L.F.0.27 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 511.00 35.03 650.36 44.58 1021.99 70.05 1589.76 108.97

1.00 468.16 557.34 55.34 709.34 70.43 1114.67 110.68 1733.93 172.16

1.50 506.50 602.98 75.63 767.43 96.25 1205.96 151.25 1875.93 235.28

2.00 543.55 647.08 95.87 823.56 122.01 1294.16 191.73 2013.14 298.25

2.50 581.01 691.68 116.12 880.32 147.79 1383.36 232.25 2151.90 361.27

3.00 617.88 735.57 136.36 936.17 173.54 1471.13 272.71 2288.43 424.22

3.50 654.16 778.76 156.57 991.15 199.27 1557.52 313.13 2422.81 487.10

4.00 689.89 821.30 176.76 1045.29 224.96 1642.60 353.51 2555.15 549.91

4.50 725.09 863.20 196.93 1098.62 250.64 1726.40 393.86 2685.52 612.66

5.00 759.78 904.50 217.08 1151.18 276.28 1809.00 434.16 2814.00 675.36

6.00 830.97 989.25 257.45 1259.05 327.66 1978.50 514.90 3077.67 800.95

7.00 901.15 1072.80 297.78 1365.38 379.00 2145.59 595.56 3337.59 926.43

8.00 969.52 1154.19 338.05 1468.97 430.24 2308.38 676.09 3590.81 1051.70

9.00 1036.80 1234.28 378.27 1570.91 481.43 2468.57 756.54 3839.99 1176.84

10.00 1101.09 1310.82 418.38 1668.32 532.48 2621.64 836.76 4078.11 1301.63

15.00 1341.97 1597.58 615.89 2033.28 783.87 3195.16 1231.79 4970.24 1916.11

20.00 1660.26 1976.50 816.33 2515.55 1038.96 3953.00 1632.65 6149.11 2539.68

S.W.Pipes S.W.Pipes


247


Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F..84 Compo. L.F. 0.66 Compo. L.F.0.42 Compo. L.F.0.27 Compo.

1 2 3 4 5 6 7 8 9 10

25.00 1978.55 2355.42 1016.76 2997.81 1294.06 4710.84 2033.52 7327.98 3163.25

30.00 2296.85 2734.34 1217.19 3480.07 1549.16 5468.68 2434.39 8506.84 3786.82

35.00 2434.50 2898.22 1410.82 3688.64 1795.58 5796.43 2821.63 9016.67 4389.20

40.00 2726.99 3246.42 1610.28 4131.80 2049.44 6492.83 3220.55 10099.96 5009.75

45.00 3019.48 3594.62 1809.74 4574.97 2303.30 7189.23 3619.47 11183.25 5630.29

50.00 3311.97 3942.82 2009.20 5018.13 2557.16 7885.63 4018.39 12266.54 6250.83

60.00 3896.94 4639.22 2408.12 5904.46 3064.88 9278.43 4816.23 14433.12 7491.92

70.00 4481.92 5335.62 2807.04 6790.79 3572.59 10671.24 5614.07 16599.70 8733.00

80.00 5066.90 6032.02 3205.96 7677.11 4080.31 12064.04 6411.91 18766.28 9974.09

90.00 5651.87 6728.42 3604.88 8563.44 4588.03 13456.84 7209.75 20932.86 11215.17

100.00 6236.85 7424.82 4003.80 9449.77 5095.74 14849.64 8007.59 23099.44 12456.26

125.00 6892.86 8205.79 4970.69 10443.73 6326.34 16411.58 9941.38 25529.12 15464.38

150.00 8194.02 9754.78 5961.91 12415.18 7587.89 19509.57 11923.82 30348.22 18548.17

175.00 9495.17 11303.78 6953.13 14386.63 8849.44 22607.56 13906.26 35167.31 21631.96

200.00 10796.33 12852.77 7944.35 16358.08 10110.99 25705.55 15888.70 39986.41 24715.76

S.W.Pipes S.W.Pipes

248

Lead in CostKms. per Unit Unit Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.2.92 Compo. L.F.2.196 Compo. L.F.1.83 Compo. L.F.1.098 Compo. L.F.0.805 Compo. L.F.0.622 Compo.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

0.50 429.24 147.00 10.08 195.46 13.40 234.56 16.08 390.93 26.80 533.21 36.55 690.09 47.30

1.00 468.16 160.33 15.92 213.19 21.17 255.83 25.40 426.38 42.34 581.57 57.74 752.67 74.73

1.50 506.50 173.46 21.76 230.65 28.93 276.78 34.71 461.29 57.86 629.19 78.91 814.31 102.13

2.00 543.55 186.15 27.58 247.52 36.67 297.02 44.00 495.03 73.34 675.21 100.03 873.87 129.47

2.50 581.01 198.98 33.41 264.58 44.42 317.49 53.30 529.16 88.84 721.76 121.17 934.10 156.82

3.00 617.88 211.60 39.23 281.36 52.16 337.64 62.59 562.73 104.32 767.55 142.28 993.37 184.15

3.50 654.16 224.03 45.04 297.89 59.89 357.46 71.87 595.77 119.78 812.62 163.37 1051.70 211.44

4.00 689.89 236.26 50.85 314.16 67.61 376.99 81.13 628.32 135.22 857.01 184.44 1109.15 238.71

4.50 725.09 248.32 56.65 330.19 75.33 396.22 90.39 660.37 150.66 900.73 205.49 1165.74 265.95

5.00 759.78 260.20 62.45 345.98 83.04 415.18 99.64 691.97 166.07 943.83 226.52 1221.51 293.16

6.00 830.97 284.58 74.06 378.40 98.48 454.08 118.17 756.80 196.96 1032.26 268.64 1335.97 347.68

7.00 901.15 308.61 85.66 410.36 113.91 492.43 136.69 820.72 227.81 1119.44 310.73 1448.79 402.15

8.00 969.52 332.03 97.25 441.49 129.31 529.79 155.17 882.99 258.61 1204.37 352.74 1558.71 456.53

9.00 1036.80 355.07 108.82 472.13 144.69 566.56 173.63 944.26 289.39 1287.95 394.72 1666.88 510.85

10.00 1101.09 377.09 120.36 501.41 160.04 601.69 192.04 1002.81 320.07 1367.81 436.57 1770.24 565.01

15.00 1341.97 459.58 177.17 611.10 235.59 733.31 282.71 1222.19 471.18 1667.04 642.67 2157.50 831.75

20.00 1660.26 568.58 234.83 756.04 312.26 907.25 374.71 1512.08 624.51 2062.43 851.82 2669.23 1102.44

100mm 125mm 150mm 200mm


R.C.C.Pipes, Steel Cylinder, C.I. Pipes Unreinforced cement pipes & prestressed concrete pipes.

250mm 300mm

249

Lead in CostKms. per Unit Unit Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.2.92 Compo. L.F.2.196 Compo. L.F.1.83 Compo. L.F.1.098 Compo. L.F.0.805 Compo. L.F.0.622 Compo.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

25.00 1978.55 677.59 292.49 900.98 388.92 1081.18 466.71 1801.96 777.85 2457.83 1060.97 3180.95 1373.12

30.00 2296.85 786.59 350.15 1045.92 465.59 1255.11 558.71 2091.85 931.19 2853.23 1270.11 3692.68 1643.80

35.00 2434.50 833.73 405.85 1108.61 539.66 1330.33 647.59 2217.21 1079.31 3024.23 1472.16 3913.99 1905.28

40.00 2726.99 933.90 463.23 1241.80 615.95 1490.16 739.14 2483.60 1231.90 3387.57 1680.29 4384.23 2174.65

45.00 3019.48 1034.07 520.61 1374.99 692.25 1649.99 830.70 2749.98 1384.50 3750.90 1888.42 4854.47 2444.02

50.00 3311.97 1134.23 577.99 1508.18 768.54 1809.82 922.25 3016.36 1537.09 4114.24 2096.55 5324.70 2713.38

60.00 3896.94 1334.57 692.75 1774.56 921.14 2129.48 1105.36 3549.13 1842.27 4840.92 2512.82 6265.18 3252.12

70.00 4481.92 1534.90 807.50 2040.95 1073.73 2449.14 1288.48 4081.89 2147.46 5567.60 2929.08 7205.66 3790.85

80.00 5066.90 1735.24 922.26 2307.33 1226.32 2768.80 1471.59 4614.66 2452.64 6294.28 3345.35 8146.13 4329.59

90.00 5651.87 1935.57 1037.02 2573.71 1378.91 3088.45 1654.70 5147.42 2757.83 7020.96 3761.61 9086.61 4868.32

100.00 6236.85 2135.91 1151.78 2840.09 1531.51 3408.11 1837.81 5680.19 3063.01 7747.64 4177.88 10027.09 5407.06

125.00 6892.86 2360.57 1429.93 3138.83 1901.36 3766.59 2281.63 6277.65 3802.72 8562.56 5186.81 11081.77 6712.83

150.00 8194.02 2806.17 1715.07 3731.34 2280.51 4477.61 2736.62 7462.68 4561.03 10178.90 6221.13 13173.66 8051.46

175.00 9495.17 3251.77 2000.22 4323.85 2659.67 5188.62 3191.60 8647.70 5319.34 11795.25 7255.44 15265.55 9390.08

200.00 10796.33 3697.37 2285.36 4916.36 3038.82 5899.63 3646.59 9832.72 6077.65 13411.59 8289.76 17357.44 10728.70


100mm 125mm 150mm 200mm 250mm 300mm

250

Lead in CostKms. per Unit Cum Unit Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.0.549 Compo. L.F0.300 Compo. L.F.0.293 Compo. L.F.0.15 Compo. L.F0.05 Compo. L.F.0.025 Compo.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

0.50 429.24 781.85 53.59 1430.79 98.08 1464.97 100.42 2861.57 196.15 8584.72 588.46 17169.45 1176.91

1.00 468.16 852.75 84.67 1560.54 154.95 1597.82 158.65 3121.08 309.89 9363.24 929.68 18726.48 1859.36

1.50 506.50 922.59 115.71 1688.34 211.76 1728.67 216.81 3376.68 423.51 10130.03 1270.53 20260.06 2541.06

2.00 543.55 990.07 146.68 1811.82 268.43 1855.11 274.84 3623.65 536.85 10870.94 1610.56 21741.89 3221.12

2.50 581.01 1058.31 177.67 1936.71 325.14 1982.98 332.91 3873.42 650.29 11620.26 1950.86 23240.52 3901.72

3.00 617.88 1125.46 208.63 2059.58 381.80 2108.79 390.92 4119.17 763.59 12357.50 2290.78 24715.01 4581.55

3.50 654.16 1191.55 239.56 2180.53 438.39 2232.63 448.86 4361.06 876.77 13083.19 2630.32 26166.38 5260.65

4.00 689.89 1256.63 270.45 2299.63 494.92 2354.57 506.74 4599.27 989.84 13797.80 2969.52 27595.60 5939.05

4.50 725.09 1320.75 301.31 2416.96 551.40 2474.71 564.57 4833.93 1102.80 14501.79 3308.39 29003.58 6616.77

5.00 759.78 1383.93 332.14 2532.60 607.82 2593.10 622.34 5065.20 1215.64 15195.59 3646.93 30391.17 7293.85

6.00 830.97 1513.61 393.91 2769.90 720.86 2836.08 738.08 5539.80 1441.72 16619.41 4325.15 33238.82 8650.30

7.00 901.15 1641.44 455.62 3003.83 833.79 3075.59 853.71 6007.66 1667.58 18022.97 5002.74 36045.95 10005.47

8.00 969.52 1765.97 517.23 3231.73 946.53 3308.94 969.14 6463.46 1893.06 19390.39 5679.18 38780.78 11358.35

9.00 1036.80 1888.52 578.77 3455.99 1059.15 3538.56 1084.46 6911.99 2118.31 20735.97 6354.92 41471.93 12709.85

10.00 1101.09 2005.63 640.14 3670.30 1171.46 3757.98 1199.45 7340.59 2342.93 22021.78 7028.78 44043.56 14057.56

15.00 1341.97 2444.38 942.35 4473.22 1724.50 4580.09 1765.70 8946.44 3449.01 26839.32 10347.02 53678.64 20694.04

20.00 1660.26 3024.15 1249.02 5534.20 2285.72 5666.42 2340.32 11068.40 4571.43 33205.19 13714.29 66410.39 27428.59



350 & 400 MM dia. 450 & 500 MM dia. 600 MM dia. 800,900 & 1000 MM dia. 1200 MM dia. 1800 &2000 MM dia.

251

Lead in CostKms. per Unit Cum Unit Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.0.549 Compo. L.F0.300 Compo. L.F.0.293 Compo. L.F.0.15 Compo. L.F0.05 Compo. L.F.0.025 Compo.

1 2 3 4 5 6 7 8 9 10 11 12 13 14

25.00 1978.55 3603.92 1555.70 6595.18 2846.93 6752.74 2914.94 13190.36 5693.86 39571.07 17081.57 79142.14 34163.14

30.00 2296.85 4183.69 1862.37 7656.16 3408.14 7839.07 3489.56 15312.32 6816.28 45936.95 20448.85 91873.89 40897.69

35.00 2434.50 4434.43 2158.62 8115.01 3950.28 8308.88 4044.66 16230.01 7900.57 48690.03 23701.70 97380.07 47403.40

40.00 2726.99 4967.19 2463.81 9089.97 4508.77 9307.13 4616.49 18179.93 9017.54 54539.80 27052.63 109079.59 54105.26

45.00 3019.48 5499.96 2768.99 10064.93 5067.26 10305.39 5188.32 20129.85 10134.52 60389.56 30403.56 120779.12 60807.12

50.00 3311.97 6032.73 3074.18 11039.89 5625.75 11303.64 5760.15 22079.77 11251.50 66239.32 33754.49 132478.65 67508.98

60.00 3896.94 7098.26 3684.55 12989.81 6742.73 13300.15 6903.81 25979.62 13485.45 77938.85 40456.35 155877.70 80912.70

70.00 4481.92 8163.79 4294.92 14939.73 7859.70 15296.65 8047.48 29879.46 15719.40 89638.38 47158.21 179276.75 94316.42

80.00 5066.90 9229.32 4905.29 16889.65 8976.68 17293.16 9191.14 33779.30 17953.36 101337.90 53860.07 202675.81 107720.14

90.00 5651.87 10294.85 5515.66 18839.57 10093.66 19289.66 10334.80 37679.14 20187.31 113037.43 60561.93 226074.86 121123.86

100.00 6236.85 11360.38 6126.03 20789.49 11210.63 21286.17 11478.46 41578.99 22421.26 124736.96 67263.79 249473.91 134527.58

125.00 6892.86 12555.31 7605.43 22976.21 13917.94 23525.13 14250.45 45952.42 27835.88 137857.25 83507.63 275714.51 167015.26

150.00 8194.02 14925.35 9122.05 27313.39 16693.35 27965.93 17092.17 54626.79 33386.71 163880.37 100160.12 327760.73 200320.23

175.00 9495.17 17295.40 10638.67 31650.58 19468.77 32406.74 19933.89 63301.16 38937.53 189903.48 116812.60 379806.96 233625.21

200.00 10796.33 19665.45 12155.29 35987.77 22244.18 36847.54 22775.61 71975.53 44488.36 215926.59 133465.09 431853.18 266930.18


350 & 400 MM dia. 450 & 500 MM dia. 600 MM dia. 800,900 & 1000 MM dia. 1200 MM dia. 1800 &2000 MM dia.

252

Lead in CostKms. per Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.6.58 Compo. L.F. 4.026 Compo. L.F.2.928 Compo. L.F1.83 Compo.

1 2 3 4 5 6 7 8 9 10

0.50 429.24 65.23 4.47 106.62 7.31 146.60 10.05 234.56 16.08

1.00 468.16 71.15 7.06 116.28 11.55 159.89 15.88 255.83 25.40

1.50 506.50 76.98 9.65 125.81 15.78 172.99 21.70 276.78 34.71

2.00 543.55 82.61 12.24 135.01 20.00 185.64 27.50 297.02 44.00

2.50 581.01 88.30 14.82 144.32 24.23 198.43 33.31 317.49 53.30

3.00 617.88 93.90 17.41 153.47 28.45 211.02 39.12 337.64 62.59

3.50 654.16 99.42 19.99 162.48 32.67 223.42 44.92 357.46 71.87

4.00 689.89 104.85 22.56 171.36 36.88 235.62 50.71 376.99 81.13

4.50 725.09 110.20 25.14 180.10 41.09 247.64 56.50 396.22 90.39

5.00 759.78 115.47 27.71 188.72 45.29 259.49 62.28 415.18 99.64

6.00 830.97 126.29 32.87 206.40 53.72 283.80 73.86 454.08 118.17

7.00 901.15 136.95 38.01 223.83 62.13 307.77 85.43 492.43 136.69

8.00 969.52 147.34 43.15 240.81 70.53 331.12 96.98 529.79 155.17

9.00 1036.80 157.57 48.29 257.53 78.92 354.10 108.52 566.56 173.63

10.00 1101.09 167.34 53.41 273.49 87.29 376.05 120.03 601.69 192.04

15.00 1341.97 203.95 78.62 333.32 128.50 458.32 176.69 733.31 282.71

20.00 1660.26 252.32 104.21 412.38 170.32 567.03 234.19 907.25 374.71


Asbestos Cement Pipes

50mm 80mm 100mm 150mm

253

Lead in CostKms. per Unit Unit Unit Unit

Trip 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. Fuel 100 mtrs. FuelL.F.6.58 Compo. L.F. 4.026 Compo. L.F.2.928 Compo. L.F1.83 Compo.

1 2 3 4 5 6 7 8 9 10

25.00 1978.55 300.69 129.80 491.44 212.14 675.74 291.69 1081.18 466.71

30.00 2296.85 349.06 155.39 570.50 253.96 784.44 349.19 1255.11 558.71

35.00 2434.50 369.99 180.10 604.69 294.36 831.46 404.74 1330.33 647.59

40.00 2726.99 414.44 205.57 677.34 335.97 931.35 461.96 1490.16 739.14

45.00 3019.48 458.89 231.03 749.99 377.59 1031.24 519.19 1649.99 830.70

50.00 3311.97 503.34 256.49 822.64 419.21 1131.14 576.41 1809.82 922.25

60.00 3896.94 592.24 307.42 967.94 502.44 1330.92 690.85 2129.48 1105.36

70.00 4481.92 681.14 358.35 1113.24 585.67 1530.71 805.30 2449.14 1288.48

80.00 5066.90 770.04 409.27 1258.54 668.90 1730.50 919.74 2768.80 1471.59

90.00 5651.87 858.95 460.20 1403.84 752.14 1930.28 1034.19 3088.45 1654.70

100.00 6236.85 947.85 511.12 1549.14 835.37 2130.07 1148.63 3408.11 1837.81

125.00 6892.86 1047.55 634.56 1712.09 1037.10 2354.12 1426.02 3766.59 2281.63

150.00 8194.02 1245.29 761.10 2035.28 1243.92 2798.50 1710.38 4477.61 2736.62

175.00 9495.17 1443.04 887.63 2358.46 1450.73 3242.89 1994.75 5188.62 3191.60

200.00 10796.33 1640.78 1014.17 2681.65 1657.54 3687.27 2279.12 5899.63 3646.59

Asbestos Cement Pipes

50mm 80mm 100mm 150mm

254

Lead or Total Amount Lead or Total Amount Total Amount onDistance Per Cum. Distance Per Cum. Weight Basis i.e.in Metre Rs. in Metre Rs. per tonne Col.4/0.557

1 2 3 4 5

5 16.85 100 35.65 19.8510 21.15 125 37.55 20.9015 26.05 150 41.85 23.3020 30.70 175 44.60 24.8525 34.70 200 49.00 27.3030 40.10 225 52.05 29.0035 45.45 250 52.90 29.4540 47.95 275 58.60 32.6545 51.90 300 61.85 34.4550 57.55 325 64.85 36.1055 61.40 350 68.40 38.1060 65.50 375 71.50 39.8565 71.15 400 75.05 41.8070 73.95 425 78.15 43.5575 79.05 450 81.65 45.5080 83.10 475 84.75 47.2085 88.55 500 88.30 49.2090 92.4095 96.75

100 101.75

Cost of Carriage by Coolies (Mazd. Rs. 225/ day)

Cost of Carrage by cartHire Charges of Rs. 345/Day

STATEMENT - C2 (2010-2011) PUNE REGION

255

Sr.No. Material Unit Stacking RestackingCharges Charges

(col .4*1.2)1 2 3 4 5

1 Cement M.T. 31.55 37.85

2 Steel M.T. 31.55 37.85

3 Steam Coal C.I. Sheet(all sorts) M.T. 31.55 37.85A.C.Sheets ( all types)

4 Mangalore Tiles. 1000 Nos. 31.55

5 Bricks 1000 Nos. 31.55

6 Blasted Boulders, Rubble ,Shingle Cu.M. 31.55

7 Metal of various sizes Cu.M. 31.55

8 Asphalt M.T. 33.65

9 Sand, Soft Murum, Hard Murum and Cu.M. 22.50 Average Murum

10 Headers,Corner Stones, Ridge Tiles, 1000 Nos. 17.10Boundry Stones , Fase Stones Km. stones

11 Timber Cu.M. 16.50

12 Shahabad stones ,Slabs and other paving Sq.M. 16.50Material


Stacking Charges for Different Materials 2010-2011(Pune Region)

Mazdoor Rs.225.00/day

256

257

Sr. No.

1

STATEMENT - D STANDARD CEMENT CONSUMPTION

Item

2

Unit

3

Requirementin bags

4

PLAIN CEMENT CONCRETE

1 Cement concrete (1 : 1 : 2) Cum. 9.76





REINFORCED CEMENT CONCRETE

6 Cement concrete M-15 (1 : 2 : 4) Cum. 5.90

7 Cement concrete M-20 (1 : 11/2 : 3) Cum. 6.90

8 Cement concrete M-25 Cum. 8.50



BRICK WORK

11 B.B. masonry in C.M. 1 : 6 proportion Cum. 1.44

12 B.B. masonry in C.M. 1 : 8 proportion Cum. 1.13

13 Half brick masonry in C.M. 1 : 4 proportion Sqm. 0.22

STONE MASONRY

14 U.C.R.S. masonry in C.M. 1 : 6 proportion Cum. 1.77

15 C.R.S. masonry in C.M. 1 : 5 proportion. Cum. 1.80

16 C.R.S. masonry in C.M. 1 : 6 proportion. Cum. 1.50

DAMP PROOF COURSE

17 Providing and laying damp proof course Sqm. 0.3550 mm. thick in (1 : 2 : 4)

18 Finishing the terrace slab 20 mm thick Sqm. 0.20in C.M. 1 : 3 proportion.

19 Providing water proofing to W.C. Sqm. 0.276and bath

258

20 Proviing water proofing to W.C. Cum. 4.00and bath including brick bat coba.

20 A Injection Grouting Lit. 0.03

PLASTERING

21 Providing internal cement plaster 6 mm. Sqm. 0.045

thick single coat in C.M. 1 : 4





24 -- do -- in C.M. 1 : 4 proportion. Sqm. 0.10

25 -- do -- in C.M. 1 : 3 proportion. Sqm. 0.12

26 Providing cement plaster 20 mm. thick Sqm. 0.19

in single coat in C.M. 1 : 3

27 -- do -- in C.M. 1 : 5 in two coats Sqm. 0.13

28 -- do -- in single coat in C.M. 1 : 5 proportion. Sqm. 0.13

29 -- do -- in two coat in C.M. 1 : 4 proportion. Sqm. 0.15

30 -- do -- in two coats in C. M. 1 : 3 proportion. Sqm. 0.19

31 -- do -- 25 mm thick in two coats in C.M. 1 : 4 Sqm. 0.22

proportion.

32 Sand faced plaster in two coats Sqm. 0.22

33 Rough cast plaster in two coats in Sqm. 0.22

C.M. 1 : 4 proportion.

34 Providing flush grooving pointing in Sqm. 0.03

C.M. 1 : 3 for brick work

35 -- do -- to stone masonry in C.M. 1 : 3 prop. Sqm. 0.025

36 Providing tuck pointing with C.M. 1 : 3 prop, Sqm. 0.05

37 Providing weathered pointing in C.M. 1 : 3 Sqm. 0.04

for stone masonry

38 Providing vee pointing for stone masonry Sqm. 0.03

in C.M. 1 : 3

39 Providig fine finish 1.5 mm. thick over Sqm. 0.044

green surface.

Sr. No.

1

Item

2

Unit

3

Requirementin bags

4

259

PAVING, FLOORING, FINISHING AND DADO

40 Providing and laying R.S.H. flooring 25 mm Sqm. 0.135

to 30 mm. on bed of 1 : 6 C.M. and pointing

C.M. 1 : 3

41 -- do -- 40 mm to 50 mm -- do -- Sqm. 0.14

42 -- do -- 50 mm to 60 mm. -- do -- Sqm. 0.150

43 Providing and laying polished shahabad Sqm. 0.13

stone flooring 25 mm. to 30 mm. thick

on bed 1 : 6 proportion.

44 Providing and laying polished tandur stone Sqm. 0.130

flooring 25 mm. to 30 mm. thick on bed

1 : 6 proportion.

45 -- do -- polished Kotha stone flooring 25 mm. Sqm. 0.130

to 30 mm. thick on bed 1 : 6 proportion.

46 Providing and laying skirting and dado of Sqm. 0.18

polished shahabad stone 25 to 30 mm.

with 1 : 4 C.M.

47 Providing and laying skirting of polished Sqm. 0.18

tandur stone -- do --

48 Providing and laying c.c. flooring 40 mm. Sqm. 0.36

thick with c.c. 1 : 1 1/2 : 3

49 -- do -- 50 mm thick -- do -- Sqm. 0.44

50 Providing and laying flooring of plan cement Sqm. 0.15

tiles of 25 x 25 mm. on bed 1 : 6 for flooring.

51 -- do -- for dado and skirting on polished Sqm. 0.18

surface 1 : 4 proportion.

52 Providing and laying coloured tiles Sqm. 0.15

25 x 25 mm. size

53 -- do -- for dado skirting. Sqm. 0.18

54 Providing and laying white glazed tiles Sqm. 0.22

150 x 150 mm. for flooring.

55 -- do -- for dado and skirting. Sqm. 0.21

56 Providing and laying gray cement base Sqm. 0.15

mosaic tiles for flooring 25 x 25 cm.

57 -- do -- for dado and skirting. Sqm. 0.18

Sr. No.

1

Item

2

Unit

3

Requirementin bags

4

260

Sr. No.

1

Item

2

Unit

3

Requirementin bags

4

58 Providing and laying machine cut white Sqm. 0.17

makrana flooring.

59 -- do -- for dado -- do -- Sqm. 0.18

60 Providing and laying in situ marble

mosaic tiles 10 mm thick.

a) Gray cement Sqm. 0.20

b) White cement Sqm. 0.13

61 -- do -- for dado -- do --

a) Gray cement Sqm. 0.20

b) White cement Sqm. 0.28

62 Providing and laying in required Sqm. 0.30

position flooring of broken china

63 Providing and laying polished shababad Sqm. 0.18

stone 25 to 30 mm thick for tread and

riser.

VIGILANCE & QUALITY CONTROL CIRCLE, PUNESchedule of Testing charges for construction - material used for Government works

for the Year 2010-2011Effective from 01-09-2010 and valid upto 30-06-2011

Important Notes

1) The Rates included in this D.S.R. are applicable for all Divisions and Sub-Divisions in P.W.D. Maharashtra

State, for Semi Government and Private the rates shall be as per Government Guidelines.

2) In order to achieve uniformity in testing of materials throughout Maharashtra State, tests have been classified

into two categories.

A) Individual Tests B) Group Tests

A) Individual Tests:-

The test mentioned in Part “A” fall in this Category and tests on individual material be carried out as per

requirement and necessity.

B) Group Tests:-

The Standard tests on basic materials have been arranged into groups and itshall be mandatory upon field

officers to conduct the tests on basic materials as per groups and the details are mentioned in Part “B”

3) The field officers will have to strictly adhere to the test frequency stipulated as per Government guidelines.

4) Out of group testing mentioned in “Part B - Group Tests,” if it is felt to conduct part of group testing then, it shall

be binding upon the concerned Executive Engineer or any other higher officer to request for the same in writing.

261



PART-A INDIVIDUAL TESTSSr. No. Name of Test Unit Sanctioned Rate

2010-11

CEMENT

1 Fineness (By Sieving) 1 Test 340.002 Fineness by Blains Apparatus 1 Test 275.003 Specific Gravity 1 Test 300.004 Standard Consistency 1 Test 250.005 Setting Time ( Initial & Final) 1 Test 375.006 Compressive Strength 1 Test 700.007 Soundness 1 Test 350.00

COARSE AGGREGATE

8 Sieve Analysis 1 Test 340.009 Water Absorption 1 Test 450.0010 Specific Gravity 1 Test 300.0011 Impact Value 1 Test 400.0012 Abrasion Value 1 Test 750.0013 Crushing Value 1 Test 500.0014 Flakiness Index 1 Test 250.0015 Soundness 1 Test 1600.0016 Bulk Density 1 Test 200.0017 G. S. B. Mix Design 1 Test 12000.0018 Wet Mix Macadam Mix Design 1 Test 12000.0019 Stripping Value 1 Test 500.0020 Elongation Index 1 Test 250.00

FINE AGGREGATES

21 Fineness Modulus ( Seive Analysis) 1 Test 340.0022 Silt & Clay Content ( Wet Sieving) 1 Test 400.0023 Chloride & Sulphate Content 1 Test 530.0024 Moisture Content 1 Test 250.0025 Bulkage of Sand 1 Test 340.0026 Stilt Factor 1 Test 540.00

BRICKS

27 Water Absorption (5 Bricks) 1 Test 500.0028 Compressive Strength ( 5 Bricks) 1 Test 375.0029 Efflorence ( 5 Bricks) 1 Test 300.00

262

FLOORING TILES

30 Flexural test (6 Tiles) 1 Test 400.0031 Water Absorption (6 Tiles) 1 Test 500.0032 Resistance to wear (6 Tiles) 1 Test 650.00

GLAZED TILES

33 Determination of Impact Resistance (6 Tiles) 1 Test 500.0034 Determination of Chemical Resistance (6 Tiles) 1 Test 600.0035 Water Absorption (6 Tiles) 1 Test 500.0036 Modulus of Rupture (6 Tiles) 1 Test 440.00

CERAMIC TILES/ VITRIFIED TILES

37 Water Absorption (6 Tiles) 1 Test 500.0038 Modulus of Rupture (6 Tiles) 1 Test 440.0039 Determination of Chemical Resistance (6 Tiles) 1 Test 600.00

MANGLORE TILES

40 Water Absorption ( 6 Tiles) 1 Test 500.0041 Flexural test ( 6 Tiles) 1 Test 400.0042 Permeability (6 Tiles) 1 Test 725.00

CONCRETE

43 Compressive Strength of C.C. Cube (3 Cubes) 1 Test 400.0044 Concrete Mix Design (With all Tests on 1 Test 7500.00

basic materials)45 Concrete Mix Design for other grade of concrete 1 Test 5000.00

than in item no. 44 for the same work for whichbasic material tests were already been performedin item no. 44

46 Flexural strength ( on Beam ) 1 Test 400.0047 Permability Test 1 Test 1250.0048 Concrete mix design by Accelerated curing 1 Mix 10625.00

method ( Boiling water method) Design

CONCRETE PAVING BLOCKS

49 Compressive Strength (8 Blocks) 1 Test 800.0050 Water Absorption (3 Blocks) 1 Test 500.0051 Flexural Test (8 Blocks) 1 Test 800.0052 Resistance to wear (3 Blocks) 1 Test 800.00

Sr. No. Name of Test Unit Sanctioned Rate2010-11

263

MORTAR

53 Compressive Strength 1 Test 375.00

STONE

54 Crushing Value 1 Test 500.0055 Water Absorption & Specific Gravity 1 Test 700.0056 Compressive Strength (Dressing of Stone 1 Test 375.00

already done )

SOIL / MURUM

57 Sieve Analysis 1 Test 340.0058 Field moisture Content 1 Test 250.0059 Liquid limit & plastic Limit 1 Test 750.0060 Compaction Test ( Proctor Density) 1 Test 1230.0061 C.B.R. Test ( Lab ) Excluding Compaction test 1 Test 3500.0062 Field Density by Sand replacement method 1 Test 800.0063 Sulphate & Chloride content 1 Test 400.0064 Mechanical Analysis 1 Test 1500.0065 Plate Load Bearing Test ( Excluding 1 Test 25000.00

Transportation)66 Differential Free Swell Test for soil 1 Test 600.00

BITUMEN

67 Extraction Test 1 Test 1000.0068 Marshall Stability & Flow measurement (3Moulds) 1 Test 600.0069 Preparation of Marshall Mould (3 Moulds) 1 Test 560.0070 Job Mix Design ( With all Tests on basic 1 Test 11000.00

material) for DBM / SDBC / AC71 B.M. Job Mix Design for B.M. 1 Test 3500.00

(Preparation of Marshall Mould Density)

72 Penetration 1 Test 350.0073 Softening Point 1 Test 650.0074 Viscosity 1 Test 375.0075 Flash & Fire Point 1 Test 500.0076 Specific gravity 1 Test 500.0077 Ductility / Elastic Recovery (CRMB/PMB) 1 Test 600.0078 Mastic Hardness No. 1 Test 400.0079 Thin film oven test & test on residue of modified 1 Test 2500.00

bitumen80 Seperation test for modified Bitumen 1 Test 1250.00


264

81 Determination of Wax Content in the Bitumen 1 Test 6000.0082 Determination of Fines by Hydrometer 1 Test 800.0083 Matter soluble in Trichloroethylen 1 Test 850.0084 Density of Bituminous Mix Mould 1 Test 300.00

BM/ BC/ SDBC/ DBM

BITUMINOUS EMULSION

85 % Residue Test Test 400.0086 Particle charge Test Test 250.0087 Sieve Test Test 400.00

HOLLOW BLOCKS

88 Density Test ( 3 Blocks) 1 Test 250.0089 Compressive Strength (8 Blocks) 1 Test 800.0090 Water Absorption Test (3 Blocks) 1 Test 500.00

SOLID BLOCKS

91 Density Test ( 3 Blocks ) 1 Test 250.0092 Compressive Strength (8 Blocks ) 1 Test 500.0093 Water Absorption Test (3 Blocks ) 1 Test 500.00

WATER

94 PH Value 1 Test 250.0095 Sulphate & Chloride Content 1 Test 450.00

WOOD

96 Density 1 Test 375.0097 Moisture Content 1 Test 375.00

FLUSH DOOR

98 Knife Test 1 Test 250.0099 Adhension Test 1 Test 500.00

100 End Immersion Test 1 Test 1250.00

PLYWOOD

101 Determination of Resistance to dry heat 1 Test 750.00102 Determination of Moisture Content 1 Test 600.00103 Determination of Density 1 Test 600.00


265

104 Thickness of Plywood 1 Test 125.00105 Test for Glue Adhesion 1 Test 375.00

PARTICAL BOARD106 Determination of Moisture Content 1 Test 600.00107 Determination of Density 1 Test 600.00

ALUMINIUM SECTION108 Thickness 1 Test 250.00109 Mass per unit 1 Test 190.00110 Test on Powder coating 1 Test 500.00

POLYMER MATERIAL111 pH Value 1 Test 250.00112 Solid Content 1 Test 375.00

A.C. PIPES113 Water Absorption 1 Test 500.00114 Bursting Strength 1 Test 300.00

A.C. SHEETS115 Water Absorption 1 Test 500.00116 Load Bearing -- 275.00

G.I. PIPES117 Weight Per Running Meter 1 Test 190.00118 Diameter of Pipes & Wall Thickness of Pipe 1 Test 250.00119 Weight of Zink Coating Per Square Meter 1 Test 190.00

PVC PIPES (NON PLASTISIZE)120 Weight per running meter 1 Test 190.00121 Diameter of pipe & wall thickness of pipe 1 Test 250.00

STEEL (ANTI CORROSIVE TEST)122 Resistance to applied Voltage (1Hrs.Test) 1 Test 840.00

(2 Samples)123 Resistance to applied Voltage ( 30 Days Test) 1 Test 2350.00

(2 Samples)124 Thickness of Coating 1 Test 400.00125 Chemical Resistance (8 Samples) 1 Test 1820.00126 Hardness of Coating 1 Test 200.00127 Salt Spray Test (4 Cycles) (2 Samples) 1 Test 1100.00


266


REINFORCED STEEL BAR TESTING

128 A)Upto 16 mm (3 Bars) 1 Test 750.00129 B) Above 16 mmm ( 3 bars) 1 Test 1000.00

(Tensile strength, % Elongation, Yield Stress,Weight-per Meter, Bend / Rebend Test)

130 Nitrol Solution Test (3 Bars) 1 Test 3000.00

PAINT / THERMOPLASTIC PAINT

131 Glass bead contents & grading analysis 1 Test 3000.00132 Reflectance & Yellowness Index 1 Test 800.00133 Flowability (Percentage residue) 1 Test 725.00134 Softening point (Ring & Bell method) 1 Test 725.00135 Drying Time 1 Test 600.00

COAL TAR EPOXY PAINT

136 Drying Time 1 Test 500.00137 Dry Film Thickness 1 Test 530.00138 Flexibility 1 Test 210.00139 Gel Time 1 Test 375.00140 Pot Life 1 Test 375.00141 Volume of Solid 1 Test 800.00

ROAD SIGN BOARD

142 Retro Reflective Test 1 Test 3100.00

CORE TAKING143 Taking of core samples in concete pavement 1 Test 2000.00144 Taking of core samples in bituminious flexible 1 Test 2000.00

pavement.

267



PART-B GROUP TESTSSr. No. Name of Test Unit Sanctioned Rate

2010-11

1. CEMENTFineness (By Sieving), Specifit Gravity, Standard 1 Test 1965.00Consistency Setting Time (Initial & Final), CompressiveStrength, Soundness

2. COARSE AGGREGATEA) Concrete 1 Test 2170.00Sieve Analysis, Water Absorption, Specific GravityImpact Value, Abrasion Value/Crushing Value,Flakiness IndexB) WBM 1 Test 2170.00Sieve Analysis, Water Absorption, Specific GravityImpact Value, Abrasion Value/Crushing Value,Flakiness IndexC) BT WORK 1 Test 2570.00Sieve Analysis, Water Absorption, Specific GravityImpact Value, Abrasion Value/Crushing Value,Flakiness Index, Stripping Value

3. FINE AGGREGATESA) Fineness Modulus (Sieve Anaalysis), Silt & Clay Content 1 Test 1125.00(Wet Sieving) Chloride & Sulphate ContentB) Fineness Modulus (Sieve Anaalysis), Silt & Clay Content 1 Test 700.00(Wet Sieving)

4. BRICKS 1 Test 990.00Water Absorption (5 Bricks), Compressive Strength(5 Bricks) Efflorescence (5 Bricks)

5. FLOORING TILES 1 Test 810.00Flexural test (6 Tiles), Water Absorption (6 Tiles)

6. GLAZED TILES 1 Test 800.00Water Absorption (6 Tiles) Modulus of Rupture (6 Tiles)

7. CERAMIC TILES 1 Test 800.00Water Absorption, Modulus of Rapture (6 Tiles)

8. CONCRETE PAVING BLOCKSCompressive Strength, Water Absorption (8 Blocks) 1 Test 1250.00

9. MANGALORE TILESWater Absorption (6 Tiles), Flexural test (6 Tiles) 1 Test 800.00

268


10. STONE 1 Test 1000.00Water Absorption & Specific Gravity, Compressive Strength(Dressing of stone already done)

11. SOIL/MURUM FOR EARTHWORK 1 Test 2000.00Sieve Analysis, Liquid limit & plastic limit, Compaction Test(Proctor Density)

12. MURUM FOR ROAD WORK 1 Test 1000.00Sieve Analysis, Liquid limit & plastic limit.

13. BITUMENA) Bitumen 1 Test 1800.00Penetration, Softening Point, Sepcific gravity, DucilityB) Modified Bitumen (C. R. M. B./P.M.B.) 1 Test 3400.00Penetration, Softening Point, Elastic Recovery,Thin film oven testC) Mix Material 1 Test 1300.00Extraction Test, Gradition

14. BITUMINOUS EMULSION% Residue Test, Particle charge Test, Sieve Test 1 Test 880.00

15. HOLLOW BLOCKSDensity Test (3 Blocks), Compressive Strength (8 Blocks) 1 Test 1350.00Water Absorption Test (3 Blocks)

16. SOLID BLOCKSDensity Test (3 Blocks), Compressive Strength (8 Blocks) 1 Test 1010.00Water Absorption Test (3 Blocks)

17. STEEL BAR TESTINGa) Upto 16 mm (3 Bars) 1 Test 750.00(Tensile strength, % Elongation, Weight-Per Meter, Bend/Rebend Test) Yield Stress, Proof Stress)b) Above 16 mm (3 Bars) 1 Test 1000.00(Tensile strength, % Elongation, Weight-Per Meter, Bend/Rebend Test) Yield Stress, Proof Stress)

Sd/-Superintending Engineer

Vigilance & Quality Control Circle,Pune

269

pwd dsr pune 2010-11

Documents

schedule of rates

market rates

issue rates of schedule

normal scheduleof rates

additional floor

rd floor

floor lift

notified areas