civil ph electrical works

22
Schedule of Quantities Item No Description of Item Rate (In words & figure) Unit Amount 1 120.00 SQM Providing and injecting Chemical emulsion for PRE- CONSTRUCTIONAL Anti-termite treatment and creating a chemical barrier on top surface of plinth filling, junction of inside wall and floor, on top of damp proof course(DPC) or on masonry at the level of plinth filling as per IS 6313(part-II)-1981 using chemicals like Chloropyripos emulsifiable (IS: 8944-1978) 20EC mixed with water in 1:19 ratio (i.e., 1 liter of Chemical to 19 liters of water). The emulsion is spread at 5 lit/sqm on top surface of plinth filling, top of Damp proof course and at 1 lit/linear meter along the junction of wall and floor, all as per specifications and directions. (Plinth area of the building at Ground floor only shall be measured) SQM EARTH WORK 2 Earthwork in excavation for FOUNDATION TRENCHES in ALL KINDS OF SOILS including dressing of sides, ramming of bottom, disposing the surplus excavated materials within a distance of 50m and lift 1.50m complete as per specifications. (Disposed soil to be leveled by breaking clods if any and neatly dressed). 75.00 CUM i) Up to 1.50 m below GL CUM 7.00 CUM ii) 1.50 m to 3.0 m below GL CUM 3 Earthwork in Excavation over AREAS in HARD ROCK With CHISELLING upto a depth not exceeding 1.50 mtrs including depositing and stacking useful materials for measurements and disposing the waste materials lead upto 50 mtr etc., complete as directed by the Engineer- in-Charge. 38.00 CUM i) Up to 1.5m below GL CUM Quantity Construction of Buildings, Two / Four wheeler parking, Roads & Drains etc., at D-SCC Complex, Ayodhyanagar, Bhopal. (Civil, PH & Electrical works) Name of Work :- PART - A(i) Security Cabin & Rest Rooms - Civil works (Comprising of Morcha, SS Masonry Jali & M.S. Gate) For Office use Only : No. of Corrections : No. of Overwriting's : 1 No. of Deletions : No. of Omissions :

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Page 1: Civil PH Electrical Works

Schedule of Quantities

Item

NoDescription of Item

Rate (In words &

figure)

Unit Amount

1 120.00 SQM Providing and injecting Chemical emulsion for PRE-

CONSTRUCTIONAL Anti-termite treatment and creating

a chemical barrier on top surface of plinth filling, junction

of inside wall and floor, on top of damp proof

course(DPC) or on masonry at the level of plinth filling

as per IS 6313(part-II)-1981 using chemicals like

Chloropyripos emulsifiable (IS: 8944-1978) 20EC mixed

with water in 1:19 ratio (i.e., 1 liter of Chemical to 19

liters of water). The emulsion is spread at 5 lit/sqm on

top surface of plinth filling, top of Damp proof course and

at 1 lit/linear meter along the junction of wall and floor,

all as per specifications and directions. (Plinth area of

the building at Ground floor only shall be measured)

SQM

EARTH WORK

2 Earthwork in excavation for FOUNDATION TRENCHES

in ALL KINDS OF SOILS including dressing of sides,

ramming of bottom, disposing the surplus excavated

materials within a distance of 50m and lift 1.50m

complete as per specifications. (Disposed soil to be

leveled by breaking clods if any and neatly dressed).

75.00 CUM i) Up to 1.50 m below GL CUM

7.00 CUM ii) 1.50 m to 3.0 m below GL CUM

3 Earthwork in Excavation over AREAS in HARD ROCK

With CHISELLING upto a depth not exceeding 1.50 mtrs

including depositing and stacking useful materials for

measurements and disposing the waste materials lead

upto 50 mtr etc., complete as directed by the Engineer-

in-Charge.

38.00 CUM i) Up to 1.5m below GL CUM

Quantity

Construction of Buildings, Two / Four wheeler parking, Roads & Drains etc.,

at D-SCC Complex, Ayodhyanagar, Bhopal. (Civil, PH & Electrical works)

Name of Work :-

PART - A(i) Security Cabin & Rest Rooms - Civil works (Comprising of Morcha, SS

Masonry Jali & M.S. Gate)

For Office use Only :

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No. of Overwriting's : 1No. of Deletions :

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NoDescription of Item

Rate (In words &

figure)

Unit Amount Quantity

4 113.00 CUM Filling available excavated approved earth (excluding

rock) in trenches, sides of foundations, plinth, etc; in

layers not exceeding 15cms depth breaking clods,

consolidating each deposited layer by ramming, watering

and dressing, etc; complete for lead upto 50m and all

lifts etc., complete as per specifications.

CUM

5 Earthwork in rough excavation, banking excavated earth

including transportation of earth all leads in layers not

exceeding 20cms in depth, breaking clods, watering,

rolling each layer with half tonne roller of wooden/steel

rammers and rolling every third and top most layer with

power roller of minimum 8 tones / mechnical earth

rammer, consolidating under optimum moisture content

to give not less than 95% of maximum dry density

(proctor density) including dressing, dewatering

wherever necessary in embankments for roads, flood

banks, marginal banks and guide banks or filling up

ground depressions and all lifts of excavation etc.,

complete all as per specifications. NOTE : The

deductions towards voids will be made as per standard

CED Specifications.

800.00 CUM a) In hard soil CUM

6 Supplying and filling gravel/copra obtained from

approved quarry in layers not exceeding 150mm in

depth consolidating each layer by ramming with frog

rammer, watering and dressing etc.; complete including

all leads and lifts and all as per specifications.

60.00 CUM a) Under floors/In plinth protection. CUM

PLAIN CEMENT CONCRETE

7 Providing and laying cement concrete using

40mm/20mm nominal size graded hard stone aggregate

obtained from approved quarry including compaction,

finishing top surface to level, curing but excluding cost of

formwork, etc.; complete as per specifications. Mix ratio

specified is for (cement: coarse sand: graded stone

aggregate).

a) In foundation and plinth / In sub-base to floors

18.00 CUM i) P.C.C 1:5:10 using 40mm aggregates CUM

0.25 CUM ii) P.C.C 1:3:6 using 20mm aggregates CUM

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NoDescription of Item

Rate (In words &

figure)

Unit Amount Quantity

8 Providing damp proof course with cement concrete

using graded hard stone aggregate of 20mm nominal

size obtained from approved quarry, mixed with water

proofing compound of approved quality and brand such

as CICO or ACCOPROOF or equivalent make (2% by

weight of cement) as per manufacturer's specifications

including formwork, compaction, finishing top surface to

level, curing etc.; complete all as per specifications. Mix

ratio specified is for (cement:coarse sand:graded stone

aggregate).

0.75 CUM a) In C.C. 1:1.5:3 CUM

9 Providing and constructing SIZE STONE MASONRY

using hard stones obtained from approved quarry with

bond stones at every 0.50 sqm of wall surface in cement

mortar in mixes stipulated below without pinning on face,

but including raking out joints and pointing flush in same

mortar including curing, etc.; complete as per

specifications in FOUNDATION AND PLINTH. (Rate

includes cost of bond stones wherever provided). (Mix

ratio specified is for cement : coarse sand)

41.00 CUM a) In cement mortar 1:6 CUM

10 Providing and constructing SIZE STONE MASONRY

using hard stones obtained from approved quarry, with

edges of all stones chisel dressed to obtain uniform size

and shape and in courses not less than 20cms with

bond stones 2mtrs apart in each course including raking

out joints, curing, scaffolding, etc.; complete as per

specifications IN SUPERSTRUCTURE UPTO FLOOR-V

LEVEL.( The mix ratio specified for cement : coarse

sand)The dressing on stones and quoins shall be as

follows:

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NoDescription of Item

Rate (In words &

figure)

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Dressing: Face stones shall be hammer dressed on all

beds and joints, so as to give them approx. rectangular

block shape. These shall be squared on all joints and

beds. The bed joints shall be rough chisel dressed for at

least 5 cm back from the face, and the side joints for at

least 4 cm such that no portion of the dressed surface is

more than 6mm from a straight edge placed on it. The

remaining portion of the stone shall not project beyond

the surface of bed and side joints.. The bushing on the

face shall not project more than 4 cm on an exposed

face and 1 cm on a face to be plastered. The hammer

dressed stone shall also have a rough tooling for a

minimum width of 2.5cm along the four edges of the face

of the stone.

Quoins: The quoins which shall be of the same height as

the course in which these occur, shall be formed of

stones of at least 25cm long, laid stretchers and headers

alternately. These shall be laid square on the beds,

which shall be rough chisel dressed to a depth of at

least 10 cm. These stones shall have a minimum of 2.5

cm wide chisel drafts at four edges. All the edges being

in the same plane.

20.00 CUM a) In cement mortar 1:6 CUM

11 42.00 CUM Providing and laying size stone masonry jali using

stones of width not less than 150mm with the all edges

chisel dressed and forming a jali structure as per the

drawing using cement mortar 1:4 with joints thickness

not more than 25mm.

CUM

12 Providing and constructing BRICK MASONRY in cement

mortar as per mixes stipulated below using approved

well burnt bricks of "CLASS DESIGNATION"

(Classification as per I.S. 1077-1986) as specified below

including raking out joints 10mm deep, scaffolding,

curing, etc.; complete as per specifications IN

SUPERSTRUCTURE UPTO FLOOR V LEVEL. (The mix

ratio specified is for cement : coarse sand)

34.00 SQM a) USING BRICKS OF CLASS DESIGNATION

"3.5"(Minimum Average Compressive strength not less

than 3.5N/sqm) In cement mortar 1:6

SQM

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Page 5: Civil PH Electrical Works

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NoDescription of Item

Rate (In words &

figure)

Unit Amount Quantity

13 Providing and constructing HALF BRICK MASONRY

walls/partitions in the following mixes using FIRST

CLASS well burnt bricks of "CLASS DESIGNATION"

(Classification as per I.S. 1077-1986) as specified below

including scaffolding, raking out joints, curing, etc.;

complete with R.C.C 1:2:4 (1 cement:2 sand:4 graded

stone aggregate of 20mm nominal size) - stiffeners of

size 115mmx75mm at every 900mm centers including

formwork M.S reinforcement consisting of 2 nos. of 6mm

dia M.S bars for main reinforcement with 6mm dia M.S

links at 230mm c/c for each R.C.C stiffener etc.;

complete as per specifications in SUPERSTRUCTURE

UPTO FLOOR-V LEVEL.( The mix ratio specified is for

Cement : Coarse sand )

14.00 CUM a) USING BRICKS OF "CLASS DESIGNATION

3.5"(Minimum Average Compressive strength not less

than 3.5N/sqm). In cement mortar 1:4

CUM

14 Providing and laying cement concrete using graded hard

stone aggregate of 20mm nominal size obtained from

approved quarry including formwork, compaction,

finishing, curing, etc.; IN BED BLOCKS, ANCHOR

BLOCKS, WINDOW CILLS, COPING BLOCKS, etc.;

upto floor-V level complete all as per specifications. Mix

ratio specified is for (cement: coarse sand: graded stone

aggregate) The work includes providing throating/ drip

mould wherever required as per standard engineering

practice of size not be less than 40mm X 15mm. The

rate is inclusive for making drip mould & no extra cost

will be paid for.

2.00 CUM i) P.C.C 1:3:6 CUM

15 Providing and laying cement concrete in pavements and

ramps in panels not exceeding 10sqm per panel and

plinth protection in panels not exceeding 3sqm per panel

using graded hard stone aggregate including providing

necessary formwork, making 10mm wide grooves in

panels for depth of 1/3 rd. of thickness of pavement or

40mm which ever is more and filling the grooves with

approved hot poured sealing compound confirming to

grade A or B of IS-1834, consolidation, curing and

treatment for the top with broom finish, etc.; complete all

as per specifications, Mix ratio specified is for (cement:

coarse sand: graded stone aggregate).

5.50 CUM a) Using 20mm nominal size aggregate In CC 1:3:6. CUM

REINFORCED CEMENT CONCRETE :

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16 Providing and laying in position REINFORCED

CEMENT CONCRETE using graded hard stone

aggregate of 20mm nominal size obtained from

approved quarry including mechanical mixing,

vibrating, compaction, finishing, curing, etc.;

complete all as per specifications but excluding the

cost of form works and steel reinforcement. (Rate to

include labour for keeping embedment's if any,

wherever required while casting). Mix ratio is

specified is for (cement : coarse sand : graded

stone aggregate)

I) RCC 1:1.5:3

17.20 CUM a) All works upto plinth level. CUM

b) Above plinth & upto floor V level.

21.00 CUM i) In walls (any thickness) including attached parapets,

fillets, columns, beams, lintels, suspended floors, roofs,

landings, balconies, shelves, chajjas, staircases etc.

CUM

17 Providing and laying Ready Mixed Concrete of specified

grade machine batched by weight, machine mixed as

per the design mix standards in the Ready Mix plant and

transported to the place of work. The concrete is made

using graded stone aggregates of maximum 20mm

nominal (down graded) size obtained from approved

quarry including fine aggregates conforming to latest IS

383

and cement all as per the design mix proportions

conforming to IS 10262 with minimum cement content

for durability including supplying and providing concrete

cover etc., which shall be followed as per latest IS 456

including pumping to all heights, placing, spreading,

vibrating, compaction, finishing to required levels, curing

etc., complete all as per specifications but excluding

cost of formwork and steel reinforcement. Rate to

include charges for mixing water proofing compound, if

any specified, and labour for keeping embedments if

any wherever required while casting. Rate also to

include lift charges and scaffolding for all heights /

depths from FFL/GL.

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NoDescription of Item

Rate (In words &

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Unit Amount Quantity

obtained from approved quarry including fine aggregates

conforming to latest IS 383 and cement all as per

approved design mix proportions conforming to latest IS

10262 with minimum cement content for durability

including supplying and providing concrete cover blocks

etc., which shall be followed as per latest IS456-2000

including mixing, transporting, placing, vibrating,

compaction, finishing to required levels, curing etc.,

complete all as per specifications but excluding cost of

formwork and steel reinforcement.

NOTE: (1) Ready Mixed Concrete should be from

reputed manufacturers and contractors have to obtain

prior approval of EIC with respect to supplier of RMC. (2)

Cement will not be issued by the department for this

item. (3) Rate to include the transportation with all leads

from RMC plant to the place of work and pumping of

concrete to any height and the rate shall be for all leads.

(4) Cement concrete delivered at site should be

workable and should satisfy all the required standard

tests like cube test and slump test etc., as specified in

code of practice.

Samples taken at site only will be deciding factor. (5)

Department will not have any direct contact in matters

relating to payment, delivery schedule, quality of

concrete etc. It is the responsibility of contractor to

ensure proper co-ordination for the timely supply of

concrete and approved quality product.

(6) Contractor has to make arrangement for proper

approach road (for which nothing extra shall be paid for)

to enable the vehicle carrying concrete to move freely

without any extra cost to the department before ordering

the concrete. However existing approach road may be

made use of for this purpose. (7) Contractor has to

ensure proper strong shuttering / centering to receive

the concrete at all heights. (8) Contractor has to

indemnify the Department arising out of possible dispute

with the manufacturers.

(9) The design mix of RMC of the manufacturer/ supplier

of RMC has to be obtained well in time and approval of

Engineer in Charge to be obtained prior to use. The

design mix should be based on latest IS 456. This

approval has to be obtained whenever the design mix is

changed. The RMC should be supplied confirming to the

approved design mix which shall be continuously

checked during the progress of work. All the quality

checks as per IS stipulations should be scrupulously

followed during the concreting. The work shall be carried

out at all heights

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NoDescription of Item

Rate (In words &

figure)

Unit Amount Quantity

A) By using RMC M-20 grade

20.00 CUM a) For all works at all height CUM

18 Extra for mixing water proofing compound of approved

quality and brand in R.C.C items with ROFFE

HYPROOF manufactured by M/s. Roffe Construction

Chemicals Pvt. Ltd. at 140ml per 50kgs of cement or

CONPLAST X 421 IC of Fosroc Chemicals ltd. at 130ml

per 50 kgs of cement or equivalent approved make

mixed with cement as per manufacturer's specifications

etc., complete all as per specifications. (Rate to include

the cost of water proofing compound).

21.20 CUM a) In M-20 grade concrete in roof slab CUM

FORMWORK

19 Providing rigid and water tight centering and shuttering

using best quality wood/ plywood/ steel forms and

centering with steel props, acro tubes etc., including

strutting, propping, bracing, staging etc., complete for all

RCC items fixed in position as required including labour

for careful removal of form work etc., complete all as per

specifications at all heights. In Horizontal / Vertical/

slanting surfaces. Rate to include staging, lift charges.

A) For all works upto floor V level

76.50 SQM i) In Foundations, Footings, rafts, plinth beams, Bases of

columns, Mass concreting, flooring etc.

SQM

115.00 SQM ii) In Beams. Lintels, Girders, etc., SQM

83.00 SQM iii) In Columns, Pillars, Abutments, posts and struts. SQM

161.00 SQM iv) In slabs, suspended floors, roofs, landings, shelves

and their supports, Balconies and chejjas

SQM

9.00 SQM v) In staircase (except spiral staircase) excluding

landings.

SQM

52.00 SQM vi) In facias, fins and pergolas SQM

STEEL

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Steel reinforcement for all R.C.C items including

decoiling, cutting, hooking, bending, cranking,

fabricating to required shape, placing in position and

tying the system with soft drawn annealed binding wire

of diameter not less than 1.00mm with 2 strands etc.;

complete all as per specifications at all heights (binding

wire will not be measured for payment).

20 6.00 MT a) With Thermo Mechanically Treated (TMT) bars Fe

500D grade.

MT

21 Supplying, fabricating, assembling, hoisting/ erecting

and fixing in position at all heights and with all leads,

structural steel works of welded built-up sections, all as

per structural drawings and as per detailed

specifications (for materials and workmanship) in the

situations described hereinafter including

a)cutting of components to required lengths/widths and

shapes/profiles, b)smooth machining of edges/faces , c)

welding (electric arc welding) at joints of built-up

sections/single sections for required weld lengths and

sizes and d) painting all over with two coats of Synthetic

enamel paint of approved quality , make and

colour/shade over one coat of red oxide zinc chromate

primer with surfaces duly prepared to receive painting

etc., complete all as directed by the Engineer-in-charge

NOTE : The Contractor shall submit fabrication shop

drawings for work involved based on construction

drawings (that may be issued during construction period)

for approval by Engineer-in-charge. The fabrication

work shall start only after approval to the fabrication

drawings. Any change required in the fabrication

drawings shall be carried out at no extra cost over the

quoted rates. Fabrication shall be in a perfectly

workmanship like manner and as provided in Section V

and VI of IS 800 and IS 7215.

Welding shall be carried out by qualified welders.

Electrodes for welding, the procedure, selection, test

and inspection shall conform to provisions in IS 816, IS

818, IS 822, and IS 833. Erection/hoisting shall

commence only after passing of fabricated parts by the

Engineer -in- charge.

I) Structural steel works with MS

Channels/Angles/Tees/MS Pipes and the like Painting

all over with synthetic enamel paint of approved quality,

make and colour shade over of synthetic enamel primer.

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NoDescription of Item

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a) In framework using MS medium Tubes including

bending to required shapes, Angles, Tees, rods, flats

and other section with all fixtures and fastenings etc.

0.40 MT i) For MS gates MT

b) In MS rectangular/ MS medium tubes

0.15 MT i) For staircase Hand rails MT

FLOORING:

Note for Marble/ Granite flooring items

1. The brand name / local name specified for the

coloured marble slabs/granite stone slabs are meant for

the approved quality available in the region.

2. White cement wherever specified for items shall be

Birla white or equivalent.

22 Providing and laying 18mm thick mirror polished granite

stone slab flooring using 18mm thick mirror polished

granite stone slabs of approved colour and pattern,

machine cut to required size, laid over a bed of 20mm

thick cement mortar 1:6 and cement slurry at the rate of

4.4kg/sqm for bedding, including machine cut edges of

all slabs in order to achieve thin joints including grouting

the joints with cement mixed with pigment to match the

shade of the slabs, finishing to required level and slope,

curing, cleaning, etc., complete all as per specifications

for size of slabs upto 1.0Mtr x 1.0Mtr.

1.50 SQM a) P/L 18mm thick mirror polished granite stone shelves SQM

23 22.00 MTR Extra for nosing 18mm thick mirror polished granite

stone slab in skirting.

MTR

24 Providing and laying Indian patent stone flooring with

cement concrete 1:2:4 (1cement: 2 coarse sand: 4

graded stone aggregate) using graded stone aggregate

obtained from approved quarry laid to level or slope in

bays not exceeding 3sqm per panel including providing

3mm thick Aluminum dividing strips to the full depth of

the flooring and finished smooth, curing, etc.; complete

all as per specifications.

5.50 SQM a) In flooring SQM

9.00 MTR b) In Skirting 125mm high MTR

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25 Providing and laying Ceramic tile flooring/dadoing of

approved quality, size, colour and thickness according to

the dimensions of tiles and having scratch hardness and

other parameter conforming to IS (Bell or Navin or

spartek or Jhonson or kajaria or somany or equivalent

make) laid over a bed/backing as specified below, with

cement slurry at 3.30kg/sqm, close jointed and pointed

with matching white cement slurry mixed with approved

pigmement and finishing to required level, curing etc.,

complete all as per specification and as directed by

Engineer In charge at all floors.

8.00 SQM a) In flooring with approved colour floor tiles ( Regular /

plain or dark colour/ glossy or mat series) size 300mm X

200mm or bigger size as per IS over bed/backing of

12mm thick in CM 1:3.

SQM

42.00 SQM b) In dado with approved colour wall tiles ( Regular /

plain or dark colour/ glossy or mat series) size 300mm X

200mm one bigger size as per IS over a bed/backing of

12mm thick in CM 1:3.

SQM

26 Providing and laying 20 to 30 mm thick polished KOTA

stone slab flooring/ skirting/ dadoing/ riser/ tread using

slabs, machine cut to required size, laid over a bed of

20mm thick cement mortar 1:4,and cement slurry at the

rate of 4.4 kg/sqm for bedding and 2kg/sqm for joints,

close jointed and pointed with grey cement slurry mixed

with pigments to match the shade of the slabs, finishing

to required level and slope, curing, rubbing, cleaning

with oxalic acid and wax polishing etc; complete all as

per specifications.

84.00 SQM a) In flooring SQM

55.00 RMT b) In skirting 125mm high. RMT

JOINERY

27 Supplying and fixing solid hard core non decorative

type(BN) interior grade commercial BLOCK BOARD

FLUSH DOOR SHUTTERS of approved make

conforming to IS-2202 (part-I) - 1991 with teak wood

internal lipping on all sides and solid teak wood inserts

for mounting locks, etc; having well matched commercial

ply veneering with cross bands and face veneers on

both faces, including cost of labour for fixing builder's

hardware and locking arrangement etc; complete all as

per specifications including cost of the following builder's

hardware with three nos. of hinges for each shutter with

necessary screws confirming to ISI for each door.

i) Aluminum aldrop (1 no.)- 250mm with 4 clamps

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ii) Aluminium tower bolt (2 no.) - 250mm

a) Single/ Double shutter

7.00 SQM i) 40mm thick SQM

28 Providing and fixing at all heights/ in all floors with all

leads Anodised Aluminium doors/ windows/ partitions

manufactured from best extruded Aluminium sections

confirming to ISI, cut to length, joints mitred and corners

grinded with joints water proof the outer frame and

shutter frame stiffened with corner angle strips or

provided for in the frame for fixing the frame to R.C.C

Columns/ masonry on sides, RCC lintels on top and

P.C.C cills or floor at bottom, the frame work fixed with

standard approved fastenings all generally as per

details shown in drawings and specification with all the

sections pretreated for removal of any rust and

prevention of further rust formation and coated with

greasy materials for non-adherence of mortar or any

other sticky materials and this coat to be removed after

installations of the sub-dividing frames by tennoned and

riveted into frames all aluminium surface be thoroughly

cleaned free or rust scale or dirt and mill scale

by pickling surfaces finished with anodised dull matt

finishing 15 MICRON thick including cost of pull and

push plates and fixtures for hinged openings

(arrangement with steel bearings wherever necessary),

cost of labour for fixing of mortice lever locks, aluminium

handles, door fittings like tower bolts etc., supplied free

for fixing including screws / bolts (Or these materials

measured separately elsewhere) where shutters are

involved etc., complete , cost of providing and fixing of

glass of selected glazing quality of thickness and type of

glass specified hereinafter or panel boards including

nylon or PVC or rubber lining of approved quality

wooden grounds, rubber gasket, aluminum glazing clips,

mastic etc., and fixing with aluminum glazing clips and

also snap-on type with holes as per drawing and

specifications provided for separately in the sub items

following the main items of frame work for partition and

door shutters as below: NOTE: All fitting works shall be

carried out as per I.S specifications including necessary

rivets, screws, lugs, scaffolding, etc., complete all

generally as per drawings. The sizes of the components

should confirm as per details in drawings.

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Note: All fittings works shall be carried out as per I.S

specifications including necessary revets, screw, lugs,

scaffolding, etc., complete all generally as per drawings.

The sizes of the components should conform as per

details in drawings.

84.00 KGS a) Providing and fixing of Anodized Aluminum (Matt

finish) frame work (Styles and rails) for partitions Doors

/Windows with required sections of JINDAL/ INDAL

make or equivalent including providing all items and

hinged/ pivoted arrangement for operation of shutter and

labour cost of fixing of door fittings and locks (Which

shall be free issues for fixing or paid separately) etc.,

complete. (Aluminium beadings and glazing clips

measured under this item only).

KGS

32.00 KGS b) Providing and fixing of Anodised Aluminium (Matt

finish) frame work (Horizontal and verticals) for partitions

Doors /Windows with required sections of JINDAL/

INDAL make or equivalent including all items and

contingencies described above complete (Aluminium

beadings and glazing clips measured under this item

only)

KGS

29 Providing and fixing Glass panes of selected glazing

quality and thickness as specified below including

providing and fixing Nylon/rubber/ PVC lining of

approved quality and fixing with Aluminium glazing clips/

Aluminium beadings (Supply cost of Aluminium clips/

Aluminium beadings are measured in items for DOORS /

WINDOWS/ PARTITIONS etc.,

13.00 SQM a) With 4mm thick plain glass SQM

3.00 SQM d) With 4mm thick plain glass for louvered ventilator SQM

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30 Providing and fixing 18mm thick door shutters (single or

double) for wardrobe / cupboards / shoe racks made out

of melamine faced prelaminated wood based graded

particle board of BHUTAN or NOVAPAN or equivalent or

melamine aced prelaminated wood based flat pressed

three layered particle board of NOVOPAN or equivalent,

particle bonded with phenol formaldehyde with

decorative laminate on one side and white balancing

laminate on the other side. The boards shall be

manufactured conforming to IS 3087 with teak wood

lipping of 18x10mm on all edges and painting the

beading with synthetic enamel paint to match the colour

of decorative laminate including cost of labour for fixing

builders hardware like hinges, knobs, handles, locks,

tower bolts, etc., complete all as per specifications and

also including cost of builders hardware viz., handles,

Godrej / Europa locks, A1 hinges, A1 tower bolts,

magnetic latches etc; at all heights and levels for

(samples of handles, locks, hinges & tower bolts to be

got approved by EIC.)

A) Cupboard/ wardrobe shutter with decorative laminate

on one side and balancing white on other side

28.00 SQM i) Cup board/Ward robe SQM

31 Supplying and fixing pressed steel door frames with

rebate as specified below made of pressed steel 1.25

mm thick (conforming to IS:4351-1976):

A) Construction:

i) Each door frame shall consist of hinge jamb, head The

assembly shall be welded or rigidly fixed together by

mechanical means.

ii) Base ties made out of 12mm square rods (2nos.)

which shall be provided for all door frames at threshold

on order to form a rigid unit.

iii) Fixing the frames in position by embedding the lugs in

c.c. 1:3:6 of size

345mm/230mm/115mmx230mmx150mm as required

using 20mm nominal size stone aggregate for wall

location. Further if the frames are builtting to the

RCC/PCC columns/mullions, 8mm of the frame C.C.

1:3:6 etc., complete dia anchor fastner shall be provided

instead of MS hold fasts, filling the hollow space of the

frame with C.C. 1:3:6 etc., complete.

B) Fittings/Embedments:

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i) Fixing lugs: There shall be three adjustable lugs with

split end tail to each jamb without fanlight and four for

jamb with fanlight. The head shall be made from flat

galvansed mild steel strip 25mm wide and not less than

1.60mm thick The tail of lugs shall be made of

Galvanised mild steel strip not less than 40mm wide and

not less than 1mm thick and 20mm long (approx).

ii) Iron oxidised butt hinges conforming to IS 1341-1970

125mm long, 3 nos for each shutter shall be welded to

frame. The hinges shall be 2.5mm thick with removable

pin of 6mm diameter.

iii) Adjustable lock strike plate of Galvanized mild steel

complete with mortar guard 75mm long wooden blocks

shall be provided at top side of frame for tower bolt

female hook and at latch location to make provision for

locks or latches as per I.S.

iv) Shock absorbers - not less than three buffers of

rubber or other suitable materials inserted in holes in the

rebate.

C) Finish:

The door frames shall be painted with a coat of red

oxide zinc chromate primer after pre-treatment of the

surface by pickling and phoshating as specified in I.S.

16.00 MTR a) 'B' profile and fixing 125x60mm with rebate suitable

for 35mm/38/40mm thick shutters in all floors at all

heights.

MTR

32 Supplying of factory made composite door shutter with

frame and single shutter or equivalent with door frame of

size 70x50mm.  The door shutter shall be of rigid G.R.P

sandwich composite structure of 26mm thick (minimum)

laminated on all sides with G.R.P skin fabricated using

U.V. stabilized Isopthalic gel coat and one layer of 450

GSM E glass chopped strand mat (CSM) impregnated

with polyester resin. 

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The thickness of skins shall not be less than 1.5mm.

Expanded polystyrene structural foam panel of density

20kg/cum shall be used as core material for the whole

areas of door except the wooden frame structure.  The

wooden reinforcements made of seasoned salwood

block of minimum cross section of 70x26 for lock side

40x26 all round forming the framework for shutter and

minimum of 75mm wide intermediate strip for the width

of the door for fixing locks and fixture and shall confirm

to IS-4020-1998.  The finish of the shutter be without

grains and of approved colour etc., complete all as per

manufacturers specifications at all heights.

5.00 SQM a) 26mm thick shutter. SQM

33 Providing and fixing M.S grills of required pattern in

wooden / steel frames of windows, ventilators, clerestory

windows, etc.; with M.S flats, square or round bars with

round headed bolts and nuts or by screws, etc.;

complete all as per drawings and directions of Engineer-

in-charge at all heights..

97.00 KGS Plain grill (with horizontal, vertical members or a

combination of both)

KGS

ROOFING

34 160.00 SQM Providing and laying water proofing treatment over RCC

roof in 3 courses, as specified below, after thoroughly

cleaning surface of the roof slab with wire brush,

cleaning of dust and foreign matters, raking and

cleaning of construction joints if any etc., complete to

make the surface suitable for receiving water proofing

treatment.

SQM

I COURSE : The existing covering on slab to be

removed and the surface of the RCC slab exposed.

Construction joints if any are to be raked and cleaned. A

coat of cement slurry at the rate of 4.4kg/sqm mixed with

acrylic water proofing compound (as per manufacturers

specification) is spread uniformly over the RCC roof

area

and ensuring that the slurry penetrates into the RCC

slab below and fills all micro cracks and all other porous

areas. Over this a layer of 15mm thick cement mortar

1:5, mixed with acrylic water proofing compound as per

manufacturers specifications shall be laid to place the II

course.

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II COURSE : A single layer of brick on edge with 15mm

wide gaps filled with CM 1:5 mixed with acrylic water

compound is laid (i.e., bricks placed vertically on its

75x115mm side or 75x230mm side as the case may be,

to suit the required thickness of course), when the

bottom layer (I course) is still green and laid to slope of 1

in 60 as per roof drainage scheme using approved well

burnt bricks (wear absorption not more than 20%) with

minimum thickness of 65mm at outer edge including the

top and bottom plastering (I & III course) to get required

gradient, laying the bricks with not less than 15mm gap

alround, which shall be properly filled completely and

compacted with CM 1:5 mixed with acrylic water proofing

compound as per manufacturers specification using full

bricks or bricks cut to required size to lay the course with

single layer with gradient said above for adequate

drainage.

III COURSE : 20mm thick cement motar 1:4 mixed with

acrylic water proofing compound with a layer of chicken

mesh 12mmx26G and marked with 300mmx300mm

false squares including curing etc., for not less than 7

days, complete all as per specifications and directions of

Engineer in charge. The 20mm thick layer shall be

carried out in two layers of 10mm thick with an inter

layer of chicken mesh of 12mmx26G laid in between the

two layers of cement mortar. NOTE : The acrylic water

proofing compound to be used shall be; a) CHEMSEAL -

manufactured by M/s. Overseas Water Proofing

Corporation, Mumbai. The proportion of CHEMSEAL

shall be 2% by weight of cement. OR CONPLAST X 421

IC - integral water proofing compound manufactured by

M/s. FOSROC Chemicals(India) Ltd., Bangalore. The

proportion of CONPLAST X 421 IC shall be 130ml per

50 kgs of cement. OR ROFFE HYPROOF

manufactured by M/s. ROFFE Construction Chemicals

Pvt. Ltd., liquid integral water proofing compound at

140ml per 50kg of cement OR Equivalent.

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b) The second course of the treatment shall be laid in

single course using full bricks / cut bricks as may be

required for laying the course in 1 in 60 slope. c) The

rate to include all labour, material and contingent coats

for execution of work in a workman like manner including

curing, etc., complete for respective courses. d) The

plane horizontal measurements of roof slab only shall be

measured for payment. e) The theoretical cement

consumption required for the above work will be worked

out based on co-efficient for each layer of work as per

specification. f) The work shall b got executed through

specialized water proofing agency. g) The contractor

should finish a guarantee bond in the prescribed format

for satisfactory water proofing performance for 10 years.

35 Providing and fixing rigid PVC SWR (soil, waste and rain

water) drainage / rain water pipe conforming to Type-A

IS 13592-1992, including accessories like bends and

fixing with clamp at not more than 1.20m c/c fabricated

using MS flat of 30mmx6mm and 30mmx3mm fixed to

masonry or RCC member using anchor fasteners etc.,.

as per the design and manufacturer's specifications

etc., complete all as per specifications and directions of

Engineer in charge. and directions of Engineer in

charge. Rate to include cost of providing a shoe at the

lower end of each RWP & painting of pipes & clamps

with two coats of synthetic enamel paint of approved

make & colour.

13.50 MTR a) 75mm dia OD pipes with minimum wall thickness of

1.80 mm.

MTR

36 Providing and making khurras of size specified below

with 12mm thick CM 1:3 plaster finish over PCC 1:2:4

using 10mm nominal size stone aggregate (1 cement : 2

fine sand : 4 stone aggregate) of 600mmx600mm of

varying thickness of 40mm at WPC side to 30mm at

pipe end, laid to slope, compacted over PVC sheet of

1000 x 1000mmx 400 micron laid over top of slab after

cleaning the surface of concrete slab. The top surface of

CM 1:3 plaster shall be finished smooth with cement

punning, rounding of edges etc., complete all as per

specifications and directions of Engineer in charge.

Note: The RWP shall be fixed during construction of

parapet to ensure filling the joints and around pipe

properly.

3.00 Nos a) 600mmx600mm size Each

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FINISHING

Note :1. The wording "more coats" indicate the additional

coats to be painted, whenever the desired finish has not

been achieved after the application of the specified

number of coats required to be rendered on account of

the above.

2. For plastering items, the rate to include cost of

providing grooves of size 10mm x10mm around doors,

window, ventilators and at junction of dissimilar materials

for internal and external plastering. No extra is

permissible

3. Rates for all finishing items should include lift charges

from FFL/G.L for all heights, depths and levels.

4. All the RCC faces like beam, slabs, lintels, coloums,

flush with internal or external wall faces are plastered

with CM 1:5 and measured under wall plastering and not

under item of CM 1 :4 for RCC surfaces.

5. Rates for all finishing items shall cater for plain or

curved surfaces wherever applicable at all floors and no

extra shall be admissible.

37 Plastering 12/15mm thick with cement mortar specified

below, finished smooth including scaffolding, curing,

etc.; complete for INTERNAL SURFACES of walls,

beam, ribs, sills, jambs, soffits, ceilings, etc., complete

all as per specifications at all heights. Mix specified is for

cement: coarse sand.

175.00 SQM i) 12mm thick in C.M 1:5 with lime neeru SQM

105.00 SQM ii) 12mm thick in C.M 1:4 with lime neeru SQM

38 Plastering 12mm/15mm thick with cement mortar 1:4/1:5

specified below, finished rough including scaffolding,

curing etc; complete for EXTERNAL SURFACES

inclusive of skills, jambs, soffits, cellings, etc; complete

all as per specifications at all heights. Mix specified is for

cement: coarse sand.

116.00 SQM I) 12mm thick in C.M. 1:4 SQM

177.00 SQM II) 12mm thick in C.M 1:5 SQM

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39 Pointing on stone work with cement mortar 1:3 (1

cement : 3 fine sand) including raking out joints,

scaffolding, curing, finishing neat, etc; complete all as

per specifications UPTO 10 MTR LEVEL ABOVE G.L

78.00 SQM a) Ruled or sunk pointing. SQM

40 303.00 SQM Painting external plastered surfaces with two or more

coats of 100% acrylic exterior emulsion paint of

approved make and colour (weather coat of Berger or

apcolite apex of Asian or equivalent) having protection

against fungal growth, flaking, fading, alkali and UV

degradation and to give an even shade with required

finish including cleaning the surfaces, filling the crevices

with approved filler, scaffolding, curing, etc., complete all

as per specifications.

SQM

41 270.00 SQM Painting plastered surfaces with TWO or more coats of

ACRYLIC WASHABLE DISTEMPER of I quality and

approved colour to give an even shade over a coat of

Water thinnable cement primer/ oil based Cement

primer including cleaning the surfaces, filling the

crevices with approved filler,applying a coat of approved

putty on whole surface and rubbing the surface to

achieve desired smooth surface, scaffolding, etc.;

complete all as per specifications at all heights. (Rate to

include cost of primer, putty also).

SQM

42 75.00 SQM Painting wood work with TWO or more coats of

SYNTHETIC ENAMEL PAINT of I quality and approved

colour to give an even shade over a coat of synthetic

enamel primer including cleaning the surfaces, filling the

crevices with approved filler,applying a coat of approved

putty on whole surface and rubbing the surface to

achieve desired smooth surface, scaffolding, etc;

complete all as per specifications. (Rate to include cost

of synthetic enamel primer, putty also).

SQM

43 Painting steel work with TWO or more coats of

SYNTHETIC ENAMEL PAINT of I quality and approved

colour to give an even shade over a coat of red oxide

zinc chromate primer including cleaning the surfaces,

applying a coat of approved putty on whole surface and

rubbing the surface to achieve desired smooth surface,

scaffolding, etc.; complete all as per specifications (

Rate to include cost of zinc chromate primer, putty also).

13.00 SQM a) with primer SQM

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5.00 SQM b) without primer SQM

44 30.00 SQM Providing and fixing GI hexagonal chicken wire mesh of

size 12mm x22g at the junction of dissimilar surfaces of

brick masonry wall and R C column by beams and the

like including necessary nails for fixing etc., complete all

as per specification and direction of Engineer -in -charge

for all floor at all heights.

SQM

45 Forming groove of uniform size in the top layer of

washed stone grit plaster as per approved pattern using

wooden batterns, nailed to the under layer including

removal of wooden batterns, repair to the edges of

panels and finishing the groove complete as per

specifications and direction of the Engineer- in- charge.

75.00 RMT 15 mm wide and 15 mm deep groove . RMT

46 100.00 Kgs Providing and fixing MS round or square guard bars at

required spacings including welding, grinding, providing

counter sunk holes in the center frame for fixing the

screws for wooden frames etc., of windows/ ventilators/

clerestorey windows, etc: complete all as per drawings

and directions of Engineer-in-charge.

KGS

TOTAL Rs.

(Rupees in words. …………………………………………...…………………

………………...………...……………..……………….. Only)

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