Construction of New community hall with Party plot in TP 109, FP 98 at Naroda Ward for Ahmedabad Municipal Corporation, North Zone , Ahmedabad

Name of Work : Construction of New community hall with Party plot in TP 109, FP 98 at Naroda

Ward for Ahmedabad Municipal Corporation, North Zone , Ahmedabad.

Bill of Quantities

Sr. Description Rate Unit Total Amount

1 Excavation for foundation up to 1.5 m depth Cmt

including sorting out and stacking of useful 115.92 11,494.00

materials and disposing of the excavated stuff

up to all lead and lift.

(A) Loose or soft soil

2 Excavation for foundation from1.5 m upto Cmt

3.0 m depth including sorting out and 128.52 1,027.00

stacking of useful materials and disposing of

the excavated stuff up to all lead and lift.

(A)all sort of soil

3 Excavation for foundation from 1.50mt. to Cmt

3.00 mt. depth including sorting out and 160.77 9,451.00

stacking of useful materials and disposing of

the excavated stuff upto 50 metre lead etc.

complete in dense or hard soil.

4 Excavation for foundation from3 m upto 5.0 Cmt

m depth including sorting out and stacking of 141.11 106.00

useful materials and disposing of the

excavated stuff up to all lead and lift.

(A)all sort of soil

5 Excavation for foundation from 3.0mt. to 172.50 Cmt

5.00 mt. depth including sorting out and 12,589.00

stacking of useful materials and disposing of

the excavated stuff upto 50 metre lead etc.

complete in dense or hard soil.

6 Extra for additional depth more than 5.0mt 193.41 Cmt

for excavation for foundation including 9,442.00

sortingout and stacking of useful materials

and disposing off the excavation stuff upto

(B) Dense or hard soil

7 Filling in plinth with sand under floors Cmt

including watering reamming, consolidating 455.63 1,383.00

and dressing etc. comp.

8 Filling in foundation and plinth with murrum Cmt

or selected soil in layers of 20 cm. thickness 286.20 4,912.00

including watering ramming and

consolidating etc. completed.

9 Filling available excavated earth (excluding Cmt

rock) in trenches. plinth,sides of foundations 129.10 5,720.00

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

10 Disposal of earth up to5 K.M. lead from site Cmt

11 Providing and laying cement concrete 1:4:8 Cmt

(1- Cement : 4- coarse sand : 8- hand broken 2,653.67 7.00

stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork

in (A) Foundation and Plinth

12 Providing and laying controlled cement Cmt

concrete M-150 and curing complete 3,871.39 1,729.00

excluding the cost of form work and

(A) Foundations, footings,

13 Providing laying controlled cement concrete cmt

M-250 work with curing complete 4,238.04 327.00

excluding the cost of form work and

excluding the rate of reinforcment for

reinforced concrete work in.For (A)

Foundations, footings,base of columns and

mass concrete,grade slab etc.

14 Providing laying controlled cement concrete Cmt

M-250 work with curing complete 4,496.07 1,269.00

excluding the cost of form work and

excluding the rate of reinforcment for

reinforced concrete work in.

For Slabs,landing,shelves,Balconies, Lintels,

Coping,Beams, Girders and Cantilever etc.

15 Providing laying controlled cement concrete Cmt

M-250 work with curing complete 4,535.92 849.00

excluding the cost of form work and

excluding the rate of reinforcment for

reinforced concrete work in.

For Slabs,landing,shelves,Balconies, Lintels,

Coping,Beams, Girders and Cantilever etc.

16 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,593.91 200.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Columns,Pillars posts and struts etc.

17 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,593.91 325.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Columns,Pillars posts and struts etc.

18 Providing laying controlled cement concrete 4633.76 Cmt

M-250 work with curing complete 295.00

excluding the cost of form work and

excluding the rate of reinforcment for

reinforced concrete work in.

(C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever upto

floor two level.

19 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,673.61 80.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Columns,Pillars posts and struts etc.

20 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,519.88 27.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Walls, Pardi

21 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,519.88 62.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Walls, Pardi

22 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,559.73 62.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Walls, Pardi

23 Providing laying controlled cement concrete Cmt

M-250 work with curing complete excluding 4,599.58 53.00

the cost of form work and excluding the rate

of reinforcment for reinforced concrete work

For (D) Walls, Pardi

24 Providing and laying controlled cement Cmt

concrete M.250 and curing complete 5,469.00 143.00

excluding the cost of formwork and

reinforcement for reinforced concrete work

(E) Staircases excluding landing

25 Providing laying controlled cement concrete Cmt

M-250 work with curing complete 4,575.77 251.00

excluding the cost of form work and

excluding the rate of reinforcment for

reinforced concrete work in.

For Slabs,landing,shelves,Balconies, Lintels,

Coping,Beams, Girders and Cantilever etc.

26 Providing & laying in position Ready Mixed Cmt

M-300 grade concrete for reinforced cement 5,165.00 4,345.00

concrete work, using cement content as per

approved design mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead upto

10 km s having continuous agitated mixer,

manufactured as per mixed design of

specified grade for reinforced cement

concrete work including pumping of R.M.C

from transit mixer to site of laying, including

the cost of centering, shuttering, finishing but

excluding reinforcement and including the

cost of admixtures in recommended

proportions as pe r I.S: 9103 to accelarate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer-in-

charge Without Fly Ash (Minimium cemen

tlevel as per lates t R and B GR:

PRC/10/2017/CC/16-C)::For reinforced

cement concrete work in foundation,

footing, raft and mass concrete

27 Providing and laying controlled concrete M Cmt

300 and curing complete including cost of 6,566.00 845.00

form work but excluding reinforcement for

reinforced concrete work in column for all

28 Providing & laying in position Ready Mixed Cmt

M-300 grade concrete for reinforced cement 7,204.00 1,159.00

concrete work, using cement content as per

approved design mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead upto

10 km s having continuous agitated mixer,

manufactured as per mixed design of

specified grade for reinforced cement

concrete work including pumping of R.M.C

from transit mixer to site of laying, including

the cost of centering, shuttering, finishing but

excluding reinforcement and including the

cost of admixtures in recommended

proportions as pe r I.S: 9103 to accelarate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer-in-

charge Without Fly Ash (Minimium cemen

tlevel as per lates t R and B GR:

PRC/10/2017/CC/16-C)::For reinforced

cement concrete work in slab at all floor.

29 Providing & laying in position Ready Mixed Cmt

M-300 grade concrete for reinforced cement 7,124.00 879.00

concrete work, using cement content as per

approved design mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead upto

10 km s having continuous agitated mixer,

manufactured as per mixed design of

specified grade for reinforced cement

concrete work including pumping of R.M.C

from transit mixer to site of laying, including

the cost of centering, shuttering, finishing but

excluding reinforcement and including the

cost of admixtures in recommended

proportions as pe r I.S: 9103 to accelarate/

retard setting of concrete, improve

workability without impairing strength and

durability as per direction of the Engineer-in-

charge Without Fly Ash (Minimium cemen

tlevel as per lates t R and B GR:

PRC/10/2017/CC/16-C)::For reinforced

cement concrete work in Beam at all floor.

30 Providing and laying controlled cement Cmt

concrete M300 and curing complete 6,964.00 70.00

including cost of form work but excl.

reinforcement for reinforced concrete work in

staircase for all floors etc. complete.

31 Providing and laying controlled cement Cmt

concrete M300 work with curing etc. 6,618.00 893.00

complete including the cost of form work but

excluding the cost of reinforcement for

R.C.C. work in wall for all floor

32 Providing form work of ordinary timber Smt

planking so as to give a rough finish 171.68 527.00

including centering shuttering strutting and

propping etc. Heigh of propping and

centering below supporting floor to ceiling

not exceeding 4M. and removal of the same

for in situ reinforced concreteand plain

concrete work in.

(A)Foundations Footings Bases of Column

setc. and Mass concrete.

33 Providing formwork of ordinary timber 252.00 Smt

planking so as to give a rough finish 447.00

including centering shuttering strutting and

propping etc. Height of propping and

centering below supporting floor to ceiling

not exceeding 4M. and removal of the same

for in situ reinforced concrete and plain

concrete workin.

(B)Flat surfaces such as soffits of supspened

floors slabs Landings and the like.

(1)Floor setc. upto 200mm in thickness.

34 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 934.01 4,784.00

including centering shuttering strutting and

propping etc. Height of propping and

centering below supporting floor to ceiling

All floor Hight and removal of the same for

in situ reinforced concrete and plain concrete

(B)Flat surfaces such as soffits of supspened

floors slabs Landings and the like.

35 Providing formwork of ordinary timber 192.15 Smt

planking so as to give a rough finish 1,594.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

not exceeding 4M. and removal of the same

for in situ reinforced concrete and plain

concrete work in.

(H)(1) Sides and soffits of Beams Beam

Haunchings cantilevers Girders Bressumers

and Lintels not exceeding 1M. in Depth.

36 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 874.16 7,612.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

All floor Hight and removal of the same for

in situ reinforced concrete and plain concrete

(H) (1) Sides and soffits of Beams Beam

Haunchings cantilevers Girders Bressumers

and Lintels not exceeding 1M. in Depth.

37 Providing formwork of ordinary timber 297.68 Smt

planking so as to give a rough finish 1,462.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

not exceeding 4M. and removal of the same

for in situ reinforced concrete and plain

concrete work in.

(G) Columns Pillars Posts and struts.

(1) Square Rectangular Polygonal in plan.

38 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 979.69 4,334.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

All floor Hight and removal of the same for

in situ reinforced concrete and plain concrete

(G) Columns Pillars Posts and struts.

(1) Square Rectangular Polygonal in plan.

39 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 1,104.11 10.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to

ceilingAll floor Hight

and removal of the same for in situ reinforced

concrete and plain concrete work in. (G)

Columns PillarsPosts and struts. (2)Circular

or curved in Plan.

40 Providing formwork of ordinary timber 229.95 Smt

planking so as to give a rough finish 4.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in.

(C) Vertical surface such as walls (any

thickness) partitions and the like including

attached buttresses & string course & the

41 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 911.96 798.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

All floor Hight

and removal of the same for in situ reinforced

concrete and plain concrete work in.

(C) Vertical surface such as walls (any

thickness) partitions and the like including

attached buttresses & string course & the

42 Providing formwork of ordinary timber 155.78 Smt

planking so as to give a rough finish 64.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

not exceeding 4 M.

and removal of the same for in situ reinforced

concrete and plain concrete work in. (L)

Chullah Hoods, weather shades Chhajjas

Corbels etc. including edges.

43 Providing formwork of ordinary timber Smt

planking so as to give a rough finish 837.79 352.00

including centering shuttering strutting and

propping etc. height of propping and

centering below supporting floor to ceiling

All floor Hight

and removal of the same for in situ reinforced

concrete and plain concrete work in. (L)

Chullah Hoods, weather shades Chhajjas

Corbels etc. including edges.

44 Extra for additional height of propping and Smt

centering where the height of propping and 386.48 49.00

centering exceeds 4 .0 M between supporting

floor to ceiling including temporary brick or

stone pillars for supporting as required.

(i)Height more than 4.0 M.and upto 5.0 M.

45 Providing and fixing Scaffolding net of Smt

required width made of high density 29.25 3,328.80

Polyethylene UV stabilized knitted on warp

knitting machines having density

100grams/sqm and shading coefficient

minimum 75% around the construction site/

for vertical extension as per requirement

including fastening/tying with

building/scaffolding pipes or with any other

fixtures etc. complete as per direction of

Engineer-in-Charge.

(One time payment shall be made for

providing Scaffolding net from start of work

till completion of work including shifting if

any. The Scaffolding net shall be the property

of the contractor on completion of the work)

46 Providing TMT Bar FE 500D reinforcement Kg.

for R.C.C. work including bending, binding 75.46 10,29,953.00

and placing in position complete.

47 Providing TMT Bar FE 500D reinforcement Kg.

for R.C.C. work including bending, binding 76.45 2,08,570.00

and placing in position complete.

48 Providing TMT Bar FE 500/500D Kg.

reinforcement for R.C.C. work including 77.44 66,800.00

bending, binding and placing in position co.

Second Floor and above all floor

49 Brick work using Common burnt clay 4011.66 Cmt

building bricks having crushing strength not 181.00

less than 35 kg./sq.cm. in foundation and

plinth in cement mortar 1: 5 (1 cement :

(B ) Conventional

50 Brick work using Common burnt clay 3981.21 Cum

building bricks having crushing strength not 149.00

less than 35 kg./sq.cm. in cement mortar 1:6

(1 cement : 6 fine sand)

(B ) Conventional

Foundation and Plinth

51 Brick work using Common burnt clay Cmt

building bricks having crushing strength not 4,253.46 1,005.00

less than 35 kg./sq.cm. in cement mortar 1:6

(1 cement : 6 fine sand)

(B ) Conventional

52 Brick work using Common burnt clay Cmt

building bricks having crushing strength not 4,293.25 792.00

less than 35 kg./sq.cm. in cement mortar 1:6

(1 cement : 6 fine sand)

(B ) Conventional

53 Brick work using Common burnt clay Cmt

building bricks having crushing strength not 4,333.04 162.00

less than 35 kg./sq.cm. in cement mortar 1:6

(1 cement : 6 fine sand)

(B ) Conventional

54 Half brick masonry in common brunt clay Smt

building bricks having crushing strength not 646.70 894.00

less than 35Kg/Sq.Cm.in Cement

mortar1:4(1-Cement:4-coarse sand)

(B) Conventional

55 Half brick masonry in common brunt clay Smt

building bricks having crushing strength not 699.50 779.00

less than 35Kg/Sq.Cm.in Cement

mortar1:4(1-Cement:4-coarse sand)

(B) Conventional

56 Brick work with common burnt clay modular Cmt

bricks of class designation 7.5 in exposed 14,000.00 690.00

brick work including making horizontal and

vertical grooves 10mm wide 12 mm deep

complete in cement mortar 1:6 (1 cement :

coarse sand). and as per instruction by

Architect design or EIC.

Above plinth level upto floor V level

57 Brick work with common burnt clay selected 9439.75 Cum

F.P.S. (non modular) bricks of class 6.00

designation 7.5 in exposed brick work

including making horizontal and vertical

grooves 10 mm wide 12 mm deep complete

in cement mortar 1:6 (1 cement : 6 coarse

sand) All floor & height

58 Providing wood work in frames of doors Cmt

windows, clearstory window and other 60,204.00 3.00

similar works, wrought framed and fixed in

position with M.S. hold fast required size

including all labour and equipments etc

complete as per Architect Drawing.

(A) Indian teak wood

59 Providing and fixing 35 mm thick double leaf Smt

shutter flush door, water proof flush door 3,355.00 324.00

shutter with 1.0 mm thick decorative

lamination on both side, Indian teak wood

polished beddig patti of the size 20 mm x

mm to all sides of shutter using pull handles

in satin finish of the required size made from

anticorrosive high grade AISI 316 stainless

steel Satin finish as approved by Engineer -

in charge including providing & one number

of anticorrosive high grade AISI

stainless steel tower bolt in satin finish,

anticorrosive high grade AISI 316 stainless

steel hinges of required design size &

anticorrosive high grade AISI 316 stainless

steel aldrap as per design/ drawing in satin

finish including strenthning the granite jembs

& Soffit by means of anchor bolts by drilling

hole in the granite prior to fixing door as per

instruction & approval by Engineer -in-

charge etc. complete as per detailed drawing.

60 Providing and fixing 35 mm thick single Smt

shutter flush door, water proof flush door 3,570.00 49.00

shutter with 1.0 mm thick decorative

lamination on both side, Indian teak wood

polished beddig patti of the size 20 mm x

mm to all sides of shutter using pull handles

in satin finish of the required size made from

anticorrosive high grade AISI 316 stainless

steel Satin finish as approved by Engineer -

in charge including providing & one number

of anticorrosive high grade AISI

stainless steel tower bolt in satin finish,

anticorrosive high grade AISI 316 stainless

steel hinges of required design size &

anticorrosive high grade AISI 316 stainless

steel aldrap as per design/ drawing in satin

finish including strenthning the granite jembs

& Soffit by means of anchor bolts by drilling

hole in the granite prior to fixing door as per

instruction & approval by Engineer -in-

charge etc. complete as per detailed drawing.

61 Providing and fixing 35 mm thick Smt

single/double shutter flush door, water proof 3,865.00 60.00

flush door shutter with 1.0 mm thick

decorative lamination on both side, Indian

teak wood polished beddig patti of the size

mm x 35 mm to all sides of shutter using two

Nos pull handles in satin finish of the

required size made from anticorrosive high

grade AISI 316 stainless steel Satin finish as

approved by Engineer - in charge including

providing & one number of anticorrosive

high grade AISI 316 stainless steel tower bolt

in satin finish, three numbers of anticorrosive

high grade AISI 316 stainless steel hinges of

required design size & anticorrosive high

grade AISI 316 stainless steel aldrap as per

design/drawing in satin finish including

strenthning the granite jembs & Soffit by

means of anchor bolts by drilling hole in the

granite prior to fixing door as per instruction

& approval by Engineer -in-charge etc.

complete as per detailed drawing.

62 Providing and fixing FRP Frame size 100 x Smt

50 mm and 28 mm thick FRP Depress panel 2,354.22 60.00

shutter Jainex make or eq. having extra

reinforcement on side and edges and in gel

coat finish. The core of the shutter is to be

filled up with injected fire retardant grade

polyurethane foam done insitu along with

embedded wooden pieces for stiffening and

also for taking hinges and fixtures. The whole

FRP Frame and shutter is to be water proof,

weather proof, termite proof and resistance to

mid acid/Alkali. Rates are to be inclusive

S.S. hinges with necessary screws and

aluminum fixture and festering.

63 Providing and fixing window having Smt

extruded aluminum Colour anodized section 1,568.27 278.00

frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt , horizontal

Three track member size 92mm x 31.75mm x

1.30mm,@ Wt.1.07 Kg/mt , vertical member

of size 92mm x 31.75mm x 1.50mm @ Wt.

1.06 Kg/mt with sliding shutters of horizontal

member size 40 mmx18mm x1.29mm @

wt.of 0.456 Kg/mt, vertical member of size

0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc.

64 Providing and fixing rolling shutters of 4450.51 Smt

approved make made of 80mm wide 22.00

M.S.laths inter-locked together through their

entire length and jointed together at the ends

by end locks mounted on specially designed

pipes haft with bracket plates, guide channels

and arragements for inside and outside

locking with push-pull operation including

the cost of hood cover and spring etc.

complete. (B) Shutters having width 3.5M.

65 Providing and fixing window having Smt

extruded aluminum Colour anodized section 1,696.73 130.00

frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x

1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x 31.75mm x

wt.of 0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical

member of size 40mm

Wt. 0.457 Kg/mt with 5 mm thick transparent

bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc complete for window.

66 Providing and fixing standared extruded of Smt

alluminium section of size 63.50 x 38.10 x 1,509.90 312.00

1.95 mm,@ Wt 1.094Kg / Rmt with colour

anodized alluminium frame with 5 mm thick

transparent bronze colour tinted float glass as

details etc complete for Fix window.

67 Providing and fixing standard extruded of Smt

alluminium section of size 63.0 mm x 38.10 1,163.92 31.00

mm x 1.2 mm/as per design/drawing with

colour anodized alluminium frame for

ventilation with 5 mm thick frosted glass as

per details etc complete for ventilation.

68 Designing, fabricating, testing, protection, Smt

installing and fixing in position semi (grid) 3,510.50 509.00

unitized system of structural glazing (with

open joints) for linear as well as curvilinear

portions of the building for all heights and all

levels, including: a) Structural analysis &

design and preparation of shop drawings for

the specified design loads conforming to IS

875 part III (the system must passed the proof

test at 1.5 times design wind pressure without

any failure), including functional design of

the aluminum sections for fixing glazing

panels of various thicknesses, aluminium

cleats, sleeves and splice plates etc. gaskets,

screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants,

flashings, fire stop (barrier)- cum-smoke

seals, microwave cured EPDM gaskets for

water tightness, pressure equalisation &

drainage and protection against fire hazard

including: b) Fabricating and supplying

serrated M.S. hot dip galvanised / Aluminium

alloy of 6005 T5 brackets of required sizes,

sections and profiles etc. to accommodate

Dimentional movement for achieving perfect

verticality and fixing structural glazing

system rigidly to the RCC/

masonry/structural steel framework of

building structure using stainless steel anchor

fasteners/ bolts, nylon seperator to prevent

bimetallic contacts with nuts and washers etc.

of stainless steel grade 316, of the required

capacity and in required numbers. c)

Providing and filling, two part pump filled,

structural silicone sealant and one part

weather silicone sealant compatible with the

structural silicone sealant of required bite size

in a clean and controlled factory /work shop

environment , including double sided spacer

tape, setting blocks and backer rod, all of

approved grade, brand and manufacture, as

per the approved sealant design, within and

all around the perimeter for holding glass. d)

Providing and fixing in position flashings of

solid aluminium sheet 1 mm thick and of

sizes, shapes and profiles, as required as per

the site conditions, to seal the gap between

the building structure and all its interfaces

with curtain glazing to make it watertight.

e) Making provision for drainage of moisture/

water that enters the curtain glazing system to

make it watertight, by incorporating

principles of pressure equalization, providing

suitable gutter profiles at bottom (if

required), making necessary holes of required

sizes and of required numbers etc. complete.

This item includes cost of all inputs of

designing, labour for fabricating and

installation of aluminium grid, installation of

glazed units, T&P, scaffolding and other

incidental charges including wastages etc.,

enabling temporary structures and services,

cranes or cradles etc. as described above and

as specified. The item includes the cost of

getting all the structural and functional

designincluding shop drawings checked by a

structural designer, dully approved by

Engineer-in-charge. The item also includes

the cost of all mock ups at site, cost of all

samples of the individual components for

testing in an approved laboratory, field tests

on the assembled working structural glazing

as specified, cleaning and protection till the

handing over of the building for occupation.

In the end, the Contractor shall provide a

water tight structural glazing having all the

performance characteristics etc. all complete

as required, as per the Architectural

drawings, as per item description, as

specified, as per the approved shop drawings

and as directed by the Engineerin-Charge.

Note:- 1. The cost of providing extruded

aluminium frames, shadow boxes, extruded - -

aluminium section capping for fixing in the

grooves of the curtain glazing and vermin

proof stainless steel wire mesh shall be paid

for separately under relevant items under this

subhead. However, for the purpose of

payment, only the actual area of structural

glazing (including width of grooves ) on the

external face shall be measured in sqm. up to

two decimal places. Note:-2. The following

performance test are to be conducted on

structural glazing system if area of structural

glazing exceeds 2500 Sqm from the certified

laboratories accreditated by NABL(National

Accreditation Board for Testing and

Calibration Laboratories), Department of

Science & Technologies, India. Cost of

testing is payable separately. The NIT

approving authority will decide the necessity

of testing on the basis of cost of the work,

cost of the test and importance of the work.

Performance Testing of Structural glazing

system Tests to be conducted in the NBL

Certified laboratories

1. Performance Laboratory Test for Air

Leakage Test (-50pa to – 300pa) & (+50pa to

+300pa) as per ASTM E-283-04 testing

method for a range of testing limit 1 to

mVhr” 2. Static Water Penetration Test.

(50pa to 1500pa) as per ASTME- 331-

testing method for a range up to 2000 ml.”

3. Dynamic Water Penetration (50pa to

1500pa) as per AAMA 501.01- 05 testing

method for a range upto 2000 ml”

Structural Performance Deflection and

deformation by static air pressure test (1.5

times desing wind pressure without any

failure) as per ASTME- 330-10 testing

method for a range upto 50 mm”5. Seismic

Movement Test (upto 30 mm) as per AAMA

501.4-09 testing method for Qualitative test”

Tests to be conducted on site 6. Onsite Test

for Water Leakage for a pressure range

kpa to 240 kpa (35psi) upto 2000ml”

69 Steel work welded, in built up sections, 126.68 kg

framed work including cutting, hoisting, 1,01,802.50

fixing in position and applying a priming coat

of red lead paint & Painting two coats oil

(A) In beams and joists, channels, angles,

tees, flats with connecting plates or angle

cleats as in main & cross beamnship & jack

rafters, purlins connected to common rafters

70 Providing and fixing stainless steel ( Grade Kg

304) railing made of Hollow tubes, channels, 772.40 1,920.00

plates etc., including welding, grinding,

buffing, polishing and making curvature

(wherever required) and fitting the same with

necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary

accessories & stainless steel dash fasteners

stainless steel bolts etc., of required size, on

the top of the floor or the side of waist slab

with suitable arrangement as per as per

Architect Drawing & approval of Engineer-

incharge. (for payment purpose only weight

of stainless steel members shall be considered

including fixing accessories such as nuts,

bolts, fasteners etc.).

71 Providing and fixing 150 mm wide, approved Smt

quality chicken wire mesh at junction of 277.00 6,019.00

brick work and RCC work or two dissimilar

surfaces, at all heights fixed by nails, rowal

plugs or tag by cement mortar 1:3 before

applying the plaster, including curing,

scaffolding all complete as directed.

72 Providing and fixing 12 mm thick toughened Smt

glass panes of approved colour, shade, and 2,800.00 260.00

design, manufactured by M/s Saint Gobain or

equivalent, for staircase railings at all floors

and levels, including windows and ventilators

of all geometrical shapes. The work shall

include supplying and fixing stainless steel

holders with satin finish, as per approved

drawings. The rate shall include cost of all

stainless steel fittings, fixtures, edge

rounding/polishing of glass, labour,

scaffolding, wastage, and all incidental

charges, complete in all respects, as per

specifications, drawings, and as directed by

the Engineer-in-Charge.

73 Designing, providing, fabricating, supplying, 8660.00 Smt

and fixing in position a 12 mm thick 66.00

toughened glass railing system, comprising

stainless steel (SS 304/316 grade, as

specified) top rail, bottom rail, and side

supports, in accordance with approved

drawings and specifications. The work shall

include supply and installation of all required

components such as stainless steel flats,

plates, brackets, anchor fasteners, fittings,

gaskets, and accessories, complete in all

respects. The glass shall be of approved make

and quality, duly toughened, with machine-

polished edges, and conforming to relevant

standards. The railing system shall be

properly aligned, securely anchored, and

finished to ensure structural stability, safety,

and durability, capable of withstanding the

specified design loads, complete as per

drawings, specifications, and as directed by

the Engineer-in-Charge.

74 Providing & laying 10mm thick cement Smt

plaster in single coat on ceilings and sofits of 139.23 11,484.00

stairs for interior plastering upto floor two

level finished even and smooth in C M 1:4 (

cement 4 coarse sand) including finishing etc

a) Ground Floor

75 Providing 15 mm thick cement plaster in Smt

single coat on brick/concrete wall for interior 174.83 8,699.00

plastering upto floor two level finished even

and smooth in [I] Cement mortar 1:3 (1

cement : 3 fine sand).

76 Providing 15 mm thick cement plaster in Smt

single coat on brick/concrete wall for interior 201.29 985.00

plastering finished even and smooth in [I]

Cement mortar 1:3 (1 cement : 3 fine sand).

First Floor and above all floor

77 Providing 20mm thick sandface cement Smt

plaster on walls at all height consisting of 297.68 7,745.00

12mm. Thick backing coat of C.M. 1:3

(1cement: 3 sand) and 8mm. Thick finishing

coat of C.M. 1:1 (1cement:1 sand) including

patta,patti, plaster drip and moulding as per

design etc. complete.

All Floor & Height

78 Providing and laying 20mm thick waterproof 222.93 Sqm

plaster in two coats (12mm+8mm) in cement 42.00

mortar (1:3) mix with recommended

waterproofing compound in adequate

quantity, all tools and tackels and scaffolding,

curing etc. complete.

79 Providing 20 mm thick double coat mala 292.00 Smt

cement plaster on interior brick /concrete 4,370.00

work for plastering comprising of base coat

of 12 mm thick cement plaster in cement

mortar (1Cement: 4coarsesand) in rough

finishing and 8mm thick top coat of cement

mortar 1:2 (1Cement: 2Coarsesand) finished

with trovel using waterproofing material in

mortar as per manufacturers recommandation

finished even and smooth including

finishing with trovel including scaffolding

curing etc. complete.. for all floor.

80 Providing 20 mm thick double coat mala 244.00 Smt

cement plaster on interior brick /concrete 1,688.00

work for plastering comprising of base coat

of 12 mm thick cement plaster in cement

mortar (1Cement: 4coarsesand) in rough

finishing and 8mm thick top coat of cement

mortar 1:2 (1Cement: 2Coarsesand) finished

with trovel including scaffolding curing etc.

complete.. for all floor.

81 Providing cement vata (10cm.x10cm.size) Rmt

quarter round in cement mortar 1:1 including 23.45 341.00

neat cement finishing, watering etc.

82 Applying two coats of Birla or Asian or Smt

equivalent acrylic lapy ( putty)and two coats 123.99 15,850.00

of primer of aproved brand and manufacture

and painting (three coats) with plastic

emulsion paint of approved brand and

manufacture including thoroughly brushing

the surface free from mortar dropping and

other foreign matter and sand papered smooth

for Ceiling as directed by engineer in charge.

83 Applying two coats of Birla or Asian or Smt

equivalent acrylic lapy ( putty) & two coats 118.63 9,684.45

of primer of aproved brand and manufacture

on Wall surface to give an even shade

including painting (two coats) with plastic

emulsion paint of approved brand &

manufacture including thoroughly brushing

the surface free from mortar dropping and

other foreign matter and sand papered smooth

for All wall as directed by engineer in charge.

84 Distempering with acrylic distemper of Smt

approved brand & manufacture (three coats 61.91 4,616.00

)and of required shade on wall surfaces to

give an even shade over & including priming

coat of whiting after thoroughly brooming the

surface free from mortar dropping & other

foreign matter.

85 Finishing wall with weather proof exterior Smt

Acrylic emulsion paint on wall surface in two 113.40 7,982.00

coats & One coat of primer of white cement

material to give an required shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials

86 Painting two coats (excluding priming 86.94 Smt

coat)on new steel and other metal surface 285.00

with enamelpaint brushing, interior to give an

even shade including cleaning the surface of

all dirt, dust, and other foreign matter.

87 Painting two coats (including priming Smt

coat)on old/ new steel and other metal 121.28 521.00

surface with enamelpaint brushing, interior to

give an even shade including cleaning the

surface of all dirt, dust, and other foreign

88 Painting two coat (excluding priming coat) 64.66 Sqm

on new steel and other metal surface with 702.00

synthetic enemal paint, burshing to give an

even shade including cleaning the surface of

all dirt, dust and other foreign matters.

89 Finishing walls with rough textured exterior 223.60 Sqm

paint of required shade : New work (Two or 36.00

more coats applied @ 3.28 ltr/10 sqm) over

and including priming coat of exterior primer

@ 2.20kg/10 sqm,complete as per

specifications and direction of the EIC.

90 Providing and laying mirror polished Kota Smt

stone slab flooring over 20mm (Average) 982.83 3,462.00

thick base of cement mortar 1:6 (1-cement :

6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with

grey cement slurry mixed with pigment to

match the shade of slab including, rounding

edges, providing Grooves, rubbing etc.

complete. Shade & Size as per detailed

drawing and as directed by Engineer in

91 Providing and laying mirror polished kota Smt

stone slab 25mm thick in risers of steps, 1,176.03 512.00

skirting Dedo and pillars laid on 10mm thick

cement mortar 1:3 (1- Cement : 3 coarse

sand) and jointed with gray cement slury

mixed with pigment to match the shade of

slab including rubbing and polishing etc.

92 Providing and laying River wash polished Smt

Kota stone slab flooring over 20mm 1,859.00 2,115.26

(Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

Lime putty :1.5 - coarse sand) laid over and

jointed with grey cement slurry mixed with

pigment to match the shade of slab including,

rounding edges, providing Grooves, rubbing

etc. complete. Shade & Size as per detailed

drawing and as directed by Engineer in

charge. (A) 25mm thick

93 Providing and laying Antiskid Vitrified tiles Smt

8 mm to 10 mm thick "Johnson, Marbito, 1,383.99 680.00

Nitco, AGL Brand" or equivalent make in

flooring, treads of steps and landing laid on a

bed of 20 mm thick cement mortar 1 : 6 (1

cement : 6 coarse sand) finished with flush

pointing in white /coloured cement slurry

complete. Shade & Size as per detailed

drawing and as directed by Engineer in

94 Providing and laying Vitrified tiles 8 mm to Smt

10 mm thick "Johnson, Marbito, Nitco, AGL 1,130.15 1,440.00

Brand" or equivalent make in skirting, risers

of steps and dedo on 10 mm. thick cement

plaster 1:3 (1 cement : 3 coarse sand) &

jointed with white cement slurry including

finished with flush pointing & cleaning the

surface etc.complete. Shade & Size as per

detailed drawing and as directed by Engineer

95 Providing and laying Vitrified Full body 8 Smt

to10 mm thick tile flooring (Flooring, 1,178.10 93.00

skarting, dedo) over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring

by adhesive material including dismentaling

of existing flooring and jointed with color

cement slurry including finised with flush

pointing & cleaning the surface etc. as

directed complete as per detailed drawings &

directed by E.I.C. For light /dark shade.

(Flooring, skarting, dedo)

Size of Tile 600x600 mm to 1200 X 600mm

96 Providing and laying Matt Vitrified/ designer Smt

of wooden look 8 to10 mm thick tile flooring 1,936.66 93.00

(Flooring, skarting, dedo) over 20 mm

(average) base of cement mortar 1:6 (

cement: 6 coarse sand) on new surface or

fixing on existing flooring by adhesive

material including dismentaling of existing

flooring and jointed with color cement slurry

including finised with flush pointing &

cleaning the surface etc. as directed complete

as per detailed drawings & directed by E.I.C.

For light /dark shade. (Flooring, skarting,

Size of 600x600 mm to 1200 X 600mm

97 Providing & fixing Mirror polished granite Smt

stone for Sill & jems, Door frame, lift 3,334.00 851.00

clading,plateform, facia, shelf, flooring etc.

over base coat of 20 mm cement morter 1:2

including cutting rounding edges ( Quarter

round )/ Chamfer as per architect instruction

& pointing with grey cement slury /adhesive

if required incl. colour pigment rubbing

polising sand blasting, including making

katara at corner Etc. Comp.As per

architectural Drawing & instrucion By

engineer in charge.

98 Providing and fixing double polished Smt

machine cut 20 mm thick Granite Stone 3,183.00 28.00

Partition for urinal with rounding and

polishing of the edges etc including making

ghissi in brick wall and filling gap with

cement slurry and cement mortar 1:3 (1-

cement : 3 -coarse sand) etc. complete in true

line and level as directed by EIC.

99 Construction sandwich type kitchen Smt

/washbasin platform counter 75CM/as 4,006.00 72.00

required wide and 70 CM/as required high

resting on 25 mm thick sandwich type

polished kota stone support as per drawing or

as required , bottom 25mm polished kota

stone with 18 to 20 mm thick polished black

granite stone top with same facia patti

including cut out for sink/washbasin ,as

approved by Engineer - in - charge including

finishig etc. complete as directed.(for

payment only plan area measured)

100 Providing and laying Machine cut free Edges Smt

double Polished Kota stone slab for Shelves 1,228.00 567.00

in cupboard and walls in single peace 25mm

thick including cutting grooves in walls and

fixing the stone neat cement slurry in true

line and level and making good the groove

with C M 1:3 as as directed by Engineer in

charge etc.complete.

101 Providing and laying Granite slab (16 to 18 Smt

mm thick) one side polished flooring 2,131.98 201.00

including steps over 20 mm (average) base of

cement mortar 1:6 (1cement : 6 coarse sand)

or L.M 1:1.5 laid and jointed with grey

cement slurry including rubbing, rounding

edge and polishing complete as per drawing

& directed by EIC/Architect. including

making edge moulding as per pattern of

Architectural Drawing etc. complete.

102 Providing & Laying 18 mm thick River Smt

polish granite For flooring , counter , stair - 2,385.71 1,305.00

riser , tread , skirting , dedo , Jambs etc.

machine cut or chiselled on bed of cement

mortar 1:1 pointing with neat cement slurry

incl. moulding, Making grooves where it is

required etc. comp. as per instruction of

engineer in charge.

103 Providing and laying broken chine mosaic Smt

flooring for using 12 mm to 20 mm broken 739.89 2,002.00

pieces of Ceramic/Glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

tempered to bring mortar creme out upto

surface using white cement including

rounding off junctions and extending them

upto 15 cm along the wall,clearing with water

and oxalic acid etc. Shade & patterns as per

detailed drawing and as directed by Engineer

104 Filling in Sunken Portion with good Quality Cmt

Aerated light weight concrete block having 4,559.61 149.00

crushing strength not less than 35 kg/sqcm

and where directed by the Architect /

Engineer-in-charge, in sunk in layer.

including watering, ramming where it is

required etc. complete, as directed by the

Architect / Engineer-in-charge .

105 Providing and laying cement concrete Smt

flooring ( I.P.S.) 1:2:4 (1-cement : 2-coarse 348.08 330.00

sand : 4-graded stone aggregate 20mm

nominal size) laid in one layer and finished

with a floating coat of neat cement. (B)

106 Providing and fixing pre cast Rubber Dye 680.10 Smt

inter locking concrete block 60 mm thick 42.00

with grade of concrete M250 pnumatic

compressed by mechanically pressed and as

per approved design including 75 mm sand

over for levelling and filling joint with sand

in proper line and level etc. complete.

107 Forming groove of uniform size from 12 x 12 100.6 Rmt

mm and upto 25 x15 mm in plastered surface 168.00

as per approved pattern using wooden batten,

nailed to the under layer including removal of

wooden battens, repairs to the edges of

plaster panel and finishing the groove

complete as per specifications and direction

108 Providing and laying water proofing Smt

treatment on terrace with china mosaic floor 1,122.00 2,872.00

including applying neat cement slurry

2.75kg/cm2 on cement admixed with water

proofing component after cleaning the

surface /laying cement concrete with brick

bat 75 mm to 100 mm thick with 50% of

C.M. 1:5 to required slope including

ramming at junction of wall and slab after

two days of proper curing applying broken

china mosaic flooring for plain and curve

surface 12mm to 20mm white colour broken

piece of glazed tiles to be laid over 12mm

thick cement mortar bedding of CM (1:3) to

plain and slop and to be tampered to bring

mortar cream up to surface with using white

cement and incl. Rounding of junctions and

extending them up to 30 cm along the wall

and curing with bends any patterns or design

as per drawing and direction incl.

109 Providing composite water proofing Smt

treatment to floor and walls of water tank, 607.00 475.00

w.c. & bath area, through approved agencies

preparing floor and wall for water proofing

work/ by chasing/cutting as per the

companies requirement. First by providing

and applying cementitious crystalline based

waterproofing for concrete rafts, walls, water

tanks, slabs, concrete floors etc. with Epoxy

coating. The application to be done from

positive side on a wet open pore concrete

surface with brush @ to 1 kg/ sqm as per

mfg.'s specification. After testing with

ponding after 7 days, a layer of plaster with

waterproofing compound/ admixture about

25 mm thick in the floor / depression and

about 18 mm on the sidewalls / depression

upto the floor level shall be provided over the

surface treated with crystalline powder. The

waterproof plaster about 18 mm thick to be

continued on the walls above the floor level

for a height of 600 mm with surface suitable

to receive further finishing treatment all

complete as per companies specifications and

instructions and as directed for all heights

and floors. The round vata shall be included

in this in sq.mt. and shall be taken upto top

of round on wall.

110 Providing and filling with scrap of AAC Cmt

block (good quality) as a cinder as directed 2,501.00 42.00

by engineer in charge in sunks in layers of

cm thk including watering placing ramming

well etc. as directed.

111 Providing laying and jointing in true line and Rmt

level 160MM diameter U.P.V.C. SWR Type 822.99 467.00

B pipe conforming to IS 13592-1992 with

one end plain and other end socketed with

rubbering, & fitting conforming to ISI 14735-

1999 of approved make for Horizontal

drainage line below ground level, including

necessary fittings such as bends, tees, rubber

packing ring etc. testing of pipeline, jointing

with adhesive solvent cement including cost

of excavation,lowering and laying pipes,

refilling the trenches, jointing materials and

all other necessary fixtures fitted, air and

water tight testing of the line etc. complete as

112 Providing laying and jointing in true line and Rmt

level 75mm diameter U.P.V.C. SWR Type B 826.88 324.00

pipe conforming to IS 13592-1992 with one

end plain and other end socketed with

rubbering, & fitting conforming to ISI 14735-

1999 of approved make for Horizontal

drainage line below ground level, including

necessary fittings such as bends, tees, rubber

packing ring etc. testing of pipeline, jointing

with adhesive solvent cement including cost

of excavation,lowering and laying pipes,

refilling the trenches, jointing materials and

all other necessary fixtures fitted, air and

water tight testing of the line etc. complete as

113 Providing laying and jointing in true line and Rmt

level 110mm diameter U.P.V.C. SWR Type 826.88 332.00

B pipe conforming to IS 13592-1992 with

one end plain and other end socketed with

rubbering, & fitting conforming to ISI 14735-

1999 of approved make for drainage system

pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be

fixed on wall using of PVC clamp of the size

110 mm diameter x 149 mm length x

mm high at every 2000 mm center to center

or shall be concealed in walls as directed

including necessary fittings such as bends,

shoes etc. including testing of pies and joints

and jointed with adhesive solvent cement

including cost of all materials.

114 Supply, installation, testing and Rmt

commissioning of all Pipes and pipe 687.70 180.00

accessories, traps, supply of supports and

support fixing, chase cutting and making

good the surfaces, coving, core cutting, etc.

required shall be in the Scope of the

Contractor. All consumables other than

materials supplied by manufacturer required

for fixing the china ware, sanitary ware and

CP fittings and fixtures shall be provided by

the Contractor to make the item fully

Providing, fixing, testing and commissioning

ISI Marked UPVC SWR grade soil, waste

and vent pipes Type 'B' 10.0 kg/sq cm

conforming to IS: 13592 including all SWR

moulded fittings conforming to IS: 14735 i.e.

bends (plain/door), junctions, cowls, offsets,

Y (plain/door), tees (plain/door), clean out

plut, etc., with G.I slotted angle with U

clamps and anchor fasteners at 1m interval.

Ring fit jointing including cutting holes in

walls and floors, wherever required and

making them good, complete as directed by

the EIC The scope shall also include fixing

waste pipes to the floor with concrete 1:2:4

bedding for full length and wall/ceiling with

necessary clamps, supports, connections,

protecting fittings and pipes till the final

handing over etc, for all leads, depth and

heights as per drawings, specification and as

directed by the EIC (internal )

75mm outer dia.

115 Supply, installation, testing and Rmt

commissioning of all Pipes and pipe 193.73 180.00

accessories, traps, supply of supports and

support fixing, chase cutting and making

good the surfaces, coving, core cutting, etc.

required shall be in the Scope of the

Contractor. All consumables other than

materials supplied by manufacturer required

for fixing the china ware, sanitary ware and

CP fittings and fixtures shall be provided by

the Contractor to make the item fully

Providing, fixing, testing and commissioning

ISI Marked UPVC SWR grade soil, waste

and vent pipes Type 'B' 10.0 kg/sq cm

conforming to IS: 13592 including all SWR

moulded fittings conforming to IS: 14735 i.e.

bends (plain/door), junctions, cowls, offsets,

Y (plain/door), tees (plain/door), clean out

plut, etc., with G.I slotted angle with U

clamps and anchor fasteners at 1m interval.

Ring fit jointing including cutting holes in

walls and floors, wherever required and

making them good, complete as directed by

the EIC The scope shall also include fixing

waste pipes to the floor with concrete 1:2:4

bedding for full length and wall/ceiling with

necessary clamps, supports, connections,

protecting fittings and pipes till the final

handing over etc, for all leads, depth and

heights as per drawings, specification and as

directed by the EIC (internal )

50 mm outer dia.

116 Providing and fixing to wall, ceiling and floor Rmt

10.0 Kg.F/Cm2 working pressure poluthene 332.91 82.00

pipes of the following outside Dia. Low

densidy, complete with special falnge

compression type fittings, wall clips etc.

including making good the wall, ceiling and

floor.(G)110 mm

117 Providing and fixing wall hung water closet each

SLS-WHT-5953 (Rimless wallhung WC with 17,925.00 26.00

PP soft close seat cover,Hinges,Accessories

set size 350x545x380 mm.)of jaquar or

equivalent including all neccessary

accessories for fixing etc. complete.(brand

and sample will be selected and approved by

118 Providing and fixing Metropole for flushing each

of wall hung water closet of jaquar -FLV 4,971.00 29.00

1089 or equivalent (Metropole flush valve

dual flow 32mm size concealed body with

exposed shut off provision and round flange

(3.0/6.0 lit per flushing)including all

neccessary accessories for fixing etc.

complete.(brand and sample will be selected

and approved by consultant)

119 Providing and fixing Health faucet -ALD- each

565(Jaquar) with 1 Meter long easy flex tube 3,921.00 29.00

in chrome finish and wall hook and two way

bibcock with wall flange of jaquar -FLR

5041N or equivalent all neccessary

accessories for fixing etc. complete.(brand

and sample will be selected and approved by

120 Providing and fixing water closet squatting each

Pan(Indian type W.C.Pan) size 580mm( 1,351.49 8.00

including Earthwork, bed concrete,foot reste

and trap) (A) VitreousChina.

(I)Longpattern=Whitecolour

121 Providing and fixing Urinals of jaquar URS- 15615.00 each

WHT-13255 or equivalent with integral drain 6.00

pipe and Urinal Valve Auto closing system of

jaquar-PRS CHR 077 incl. all accessories etc.

122 Providing and fixing wash basin counterfit each

(under counter) Jaquar-FLS WHT 14,396.00 22.00

5701(555x425x195mm-Oval shape)/

equivalent approved make , pillar cock

jaquar-FLR 5001B/equivalent approved

make , angle valve jaquar-FLR 5053N with

wall flange/equivalent approved make ,waste

coupling Jaquar-ALD 705L13 ,32 mm full

thread 130mm height and bottletrap of jaquar

make ALD-769L size32mm 300x190mm

long wall connection pipes and wall flange

including, bottle trap making hole in granite

for wash basin etc. complete job as per

satisfaction of engineer in charge.

123 Providing and fixing 15mm C.P brass Bib No.

tap with C.P brass threaded flange complete, 1,630.00 31.00

including cutting and making good the walls

wherever required as per technical

specifications, drawings and directed by the

Project Manager. (jaquar FLR -5047N) or

Equivalent make.

124 Providing and fixing Pressmatic Pillar Cock No.

of best quality necessary fittings with wall 2,625.00 16.00

Flange etc. complete in all respects including

cutting and making good the walls etc.

complete as per directed by the Engineer's

Representative. Pressmatic Pillar Cock :

Jaquar, Model No. : PRS-001 or Equivalent

125 Providing and fixing white vitreous china flat No.

back Urinal of size 385x325x635mm as per 18,600.00 16.00

IS-2556 (Part-2) with C.I. hangers and pipe

to wall with C.P. flange with Sensotronic

Sensor Type Urinal flush valve with

installation box with control valve Battery /

Electric operated automatic flushes of

approved make. System provided with a

solenoid valve and valve connected to a

volts lithium battery. Unit automatically

serves (the range in about 40 cms) and

flushes in two steps. The pre flush is for

seconds duration and the final flushing is for

7 seconds duration. The outlet from the

flusher shall be connected to urinal with

required braided pipes from sensor to urinal

flush connection in fixture. complete

including cutting and making good the walls

wherever required etc. complete as per

directed by the Engineer's Representative.

Urinal :Jaquar, Model No. :URS-WHT-

13253N or Equivalent

Urinal Sensor ,Jaquar, Model No. : SNR-

51097 or Equivalent

126 Providing and fixing C.P. brass liquid soap No.

container of best quality etc. complete as per 1,500.00 16.00

directed by the Engineer's Representative.

Liquid Soap Container : Jaquar, Model No. :

SDR-WHT-DJ0010F or Equivalent

127 Providing and fixing Stainless steel A ISI 304 No.

( 18/8) kitchen sink ( NIRALI BRAND or 7,514.65 10.00

Equivalent make.) as per IS 13983 with CI

brackets and stainless steel plug 40 mm

including painting of fittings and brackets,

cutting and making good the walls wherever

required Kitchen sink with drain board 510 x

1040 mm bowl depth 225mm

128 Providing and fixing Sink Mixer with No.

Swinging Spout (Wall Mounted Model) With 5,698.00 4.00

Connecting Legs & Wall Flanges jaquar

CON-CHR-309KNM or Equivalent make.

model including cutting and making good

the walls wherever required as per technical

specifications, drawings and directed by the

engineer in charge.

129 Providing and fixing 50mm dia. gun metal No.

check or non return full way wheel valve in 1,026.65 13.00

pipeline of approved quality etc. complete as

directed by Engineer In charge.

130 Providing and fixing 40mm dia. gun metal No.

check or non return full way wheel valve in 656.86 10.00

pipeline of approved quality etc. complete as

directed by Engineer In charge.

131 Providing and fixing 25mm dia. gun metal No.

check or non return full way wheel valve in 416.47 10.00

pipeline of approved quality etc. complete as

directed by Engineer In charge.

132 Providing & fixing 75 mm dia.SWR PVC " No.

Cowl Vent" with adhesive solvent cement 90.00 17.00

etc. in true line and level etc. complete as

directed by Engineer In charge.

133 Providing & fixing 110 mm dia.SWR PVC " No.

Cowl Vent" with adhesive solvent cement 100.00 12.00

etc. in true line and level etc. complete as

directed by Engineer In ch

134 Providing , Laying and jointing in true line Rmt

and level 63 mm dia UPVC pipe (SCH-80) 310.00 480.00

line including fitting of PRINCE /

SUPREME /ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

135 Providing , Laying and jointing in true line Rmt

and level 50 mm dia UPVC pipe (SCH-80) 193.73 486.00

line including fitting of PRINCE /

SUPREME/ ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

136 Providing , Laying and jointing in true line Rmt

and level 40 mm dia UPVC pipe (SCH-80) 146.65 301.00

line including fitting of PRINCE /

SUPREME/ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

137 Providing , Laying and jointing in true line 117.97 Rmt

and level 32 mm dia UPVC pipe (SCH-80) 48.00

line including fitting of

PRINCE/SUPREME/ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

138 Providing , Laying and jointing in true line Rmt

and level 25 mm dia UPVC pipe (SCH-80) 90.93 220.00

line including fitting of PRINCE /

SUPREME/ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

139 Providing , Laying and jointing in true line Rmt

and level 15mm dia UPVC pipe (SCH-80) 71.93 273.00

line including fitting of PRINCE/ SUPREME

/ASTRAL/FINOLEX or equivalent as

approved by Engineer in-Charge.Pipe Shall

be Fixed on the wall with the help of clamp at

every two meter C/C or shall be concealed as

directed including testing of pipe and joints

and fixing the same with adhesive solvent

,including cost of all material.

140 Providing and fixing concealed center point Rmt

to wall ceiling & floor CPVC (SDR 247.25 20.00

13.5)PIPE having National Sanitation

Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and

clamps including making good the wall,

ceiling and floor etc. complete. 25 mm dia.

141 Providing and fixing concealed center point Rmt

to wall ceiling & floor CPVC (SDR 165.21 20.00

13.5)PIPE having National Sanitation

Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and

clamps including making good the wall,

ceiling and floor etc. complete. 15 mm dia.

142 Providing and fixing 600mmx450mm Nos

bevelled edge mirror of superior glass 825.48 22.00

mounted on 6mm thick A.C sheet or plywood

sheet and fixed to wooden plugs with C.P

brass screws (B) 600mmx20mm size.

143 Providing and fixing Hand dryer Optima No.

AISI 304 stainless steel satin finish of jaquar 24,438.00 10.00

make HDR SAP M99 ACS etc complete as

directed by Engineer in charge.

144 Providing and fixing wall mounted paper No.

towel dispencer AISI 304 stainless steel satin 9,166.00 10.00

finish of jaquar make -PTD SAP-

DTO1106CS CAPACITY 400-600 C/Z

towels etc complete as directed by Engineer

145 Providing and fixing Soap dispencer with No.

glass bottle of jaquar make -ACN-1135BN 1,637.00 22.00

etc complete as directed by Engineer in

146 Providing and fixing Grabbar Stainless steel No.

692mm long satin finish jaquar make - WAC 9,437.00 2.00

SAP BRO600CS etc complete as directed by

Engineer in charge.

147 Providing and fixing Grabbar vertical swing No.

satin finish jaquar make -WAC SAP 22,402.00 6.00

BGO800CS etc complete as directed by

Engineer in charge.

148 Providing and fixing PVC SWR Nahni Trap No.

IS 14735 for drain - 100 mm diameter with 565.43 37.00

jali of the following nominal diameter of self

cleansing design with C.I. Scread down or

hinged grating including the cost of cutting

and making good the walls.

149 Providing and fixing S.W. gully trap with No.

C.I. grating brick masonary chamber and 1,234.57 43.00

water tight C.I. cover with frame of 300 mm

x 300 mm size (Inside) with standard weight

(I) Square mouth traps (B) 150 mm x

100 mm size P of S type

150 Construction of brick masonry chamber No.

inside dimension as below & required depth 7,109.35 20.00

for drainage pipeline, with required inlet and

outlet for under ground C.I. inspection

chamber and with 230 mm thick brick wall

having crushing strength not less than 35 Kg.

/sq.cm. in C.M.1:5 (1cement : 5 sand) C.I.

Cover with frame(Light duty 455 mm X

mm internal dimension, total weight of cover

with frame not less than 38 Kg. ( weight of

cover 23 Kg and weight of frame

Kg),R.C.C. top slab with 1:2:4 ( 1 cement :

coarse sand : graded stone aggregate 20mm

nominal size B.T. Kapchi) foundation

concrete 1:5:10) (1 cement : 5 sand

:10graded stone aggregate 40 mm nominal

size) inside plaster 15mm thick in cement

mortar 1:3 (1cement : 3 sand ) finished

smooth with floating coat of neat cement

slurry on walls and bed concrete curing etc.

in true line and level/slope etc. complete as

directed by Engineer In charge.

Inside dimension 600mm x850 mm and

deep or more for pipe line with one or two

151 Extra over above items for every additional No

depth of 0.1m or part there of beyound 450 239.99 20.00

mm depth for brick masonry chamber

For 455 mm x 610 mm size

152 Providing erecting and fixing double coated Litre

ISI water tank of required capacity each with 3.91 15,000.00

all necessary fittings and connection etc.

complete on terrace.

153 Providing and fixing ball cock of approved. No

quality as directed.(A) Copper Metal 187.96 7.00

154 Providing and Fixing of C.P. Brass Two Way No

Bib Cock of 15 mm Dia of Jaquar make 1,411.58 15.00

model no. 041kn or equivalent make

approved make with all necessary fittings. as

approved by Engineer - in - charge.,

155 Providing and fixing C.P. brass shower rose No

with 15mm or 20mm inlet Shower Arm.(A) 279.37 5.00

100mm dia. Each

156 Providing and fixing brass screw down Angle No

stop tap.(A) 15mm dia. Of Jaquar make 1,160.57 15.00

florentine series modelno. 5053n or

equivalent make with all necessary fittings.

as approved by Engineer - in - charge.,

157 Providing & Laying & Jointing glazed Rmt

stoneware pipes incl. excavation up to 2.0 344.64 100.00

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head

of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting

away of surplus earth within 100 mt.lead as

dire. etc. comp. 230 mm Dia.

158 Providing & Laying & Jointing glazed Rmt

stoneware pipes incl. excavation up to 2.0 344.64 100.00

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head

of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting

away of surplus earth within 100 mt.lead as

dire. etc. comp. 150 mm Dia.

159 Providing & Laying & Jointing glazed Rmt

stoneware pipes incl. excavation up to 2.0 344.64 100.00

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head

of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting

away of surplus earth within 100 mt.lead as

dire. etc. comp. 100 mm Dia.

160 Providing and fixing ball valve (brass) of No

approved quality, High or low pressure, with 886.22 10.00

plastic floats complete : 15mm

161 Providing and fixing ball valve (brass) of No

approved quality, High or low pressure, with 1,099.94 10.00

plastic floats complete : 20mm

162 Providing and fixing ball valve (brass) of No

approved quality, High or low pressure, with 1,552.93 10.00

plastic floats complete : 25mm

163 Providing and fixing ball valve (brass) of No

approved quality, High or low pressure, with 3,312.60 10.00

plastic floats complete : 40mm

164 Providing and fixing ball valve (brass) of No

approved quality, High or low pressure, with 4,613.48 10.00

plastic floats complete : 50mm

165 Providing fixing of SS grab bar with all No

hardwares for Physically Handicap toilet. 1,937.24 5.00

166 Providing, fixing, testing and commissioning No

of 25 mm dia Air Release Valve and Ball 1,949.25 10.00

Valve assembly for Air release system

167 Providing, fixing, testing and commissioning No

Pressure Relieaf Valve 25mm dia with Ball 4,940.68 10.00

168 Building Signage : Smt

Supply, Installation, Testing and 11,836.00 20.00

commissioning of ACP Background board of

required thickness, smooth matt finish,

illuminated with yellow and blue led and face

glow letters above it. The frame shall be

offset from the glazing and shall be supported

by the floor beams on Terrace and Terrace

Floor. The peripheral gap space between

front side and the backing shall also be

covered with acrylic sheets, having a width of

500 to 700 mm. Rate to include cost of steel

framework, Aluminium framework and

inclusive of two coats of primer and anti-

corrosive paint. Contractor shall prepare the

detailed shop drawings for the item and same

shall be approved before execution. Complete

for all height, levels, floors in all shapes as

per the Architectural drawings and directions

of engineer-in-charge.

169 Interior Signage- Laser Cut Sign Board : Smt

Providing & fixing approved stainless steel 13,988.00 4.00

laser cut display signage panel/ board on

building at all levels and heights in form of

letters/ numbers/ symbol/ logo, for

Address/Information/designation of

person/officer as per details. The Signage

letters language shall be in

Gujarati/Hindi/English and of any sizes, color

and width / height/ length. The plate shall be

atleast 50mm extra on all sides of the letters

for large size signages and Min. 25mm for all

Small size signages to be placed within the

building, including cutting, finishing, fixtures

170 Charges for making holes in RCC all Dia. :- each

To carry out core cutting in locations 2,000.00 40.00

indicated by the consultants.

171 Carring out plinth treatment to post Sqm

construction/ existing structure by spraying 104.90 10,625.00

chemical solution for termite control

treatment including labour and material

consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20EC .As Per

6131_paret-II Consentration Weight one

percent is recommended i.e one litre 20EC

chemical emulsion with 19 liter give 1%

concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre

chemical / Sqm of surface is recommended as

back fill R.C.C walls and column, top

surface of plinth filling, junction of wall and

floor, external perimeter of building, under

aprons and foundations and other critical

areas. 10 years Guarantee to be given by the

172 Making plinth protection 50mm thick of Smt

cement concrete 1:3:6 (1 cement : 3 coarse 685.00 371.00

sand : 6 graded stone aggregate 20 mm

nominal size) over 75 mm thick bed of

dry brick ballast 40 mm nominal size,

well rammed and consolidated and

grouted with fine sand, including necessary

excavation, levelling & dressing & finishing

the top smooth.

173 TRIMIX CONCRETE WITH Cmt

EXPANSTION JOINTS.: Controlled cement 7,164.00 1,000.02

concrete in Grade M30 in required slope,

machine mixed, machine & trimix vibrated

water tight in building / out side building

with the use of “TRIMIX VACCUM

DEWATERING SYSTEM” for spreading,

screening, dewatering, floating and troweling

with the help of power troweling floater and

blooming with mechanically ( by Roller) of

concrete floor as directed and specified using

necessary steel form work with M.S.

Channels including forming construction &

contraction joints 25mm/as required wide by

cutting the floor full depth and sealing the

joint with bituminious and poly sulphide

sealant up to full depth of cutting including

providing & fixing M.S. dowels bars with

bitumen painted of full length as shown in

drawing etc. complete as per directed by

Architect or Engineer-In-Charge.Item

includes Trimix treatment, groove, groove

filling, rolling , tools, shuttering, channel, etc.

but excluding cost of reinforcement.

174 Providing and laying and fixing 50 mm thick Smt

expansion joint by hydro cell semi rigid UV 1,476.27 571.00

resistance with high performance laminated

closed cell polythen foam joint filler in sheet

foam as directed, etc. complete.

175 Providing and filling the expansion joint by Rmt

polymer confirm to BS 4254-1983 as per 510.29 664.00

required shade and specifi-cation by making

groove of 50 mm x 12.5 mm lather by cutting

or by repairing groove and removing mortar

drop or any other foreign materials including

applying primer and filling required size

(oversize of joint PU foam etc. complete.

176 Road marking with hot applied thermoplastic Smt

paints with reflectorising glass beads on 364.08 661.12

bitumin surface providing and

laying a hot applied thermoplastic compound

2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished

surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta

lane/center line/ edge line/cut patta. The

white color marking should provide

liminance coefficinet on cemend road shalll

be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the

service life during the day time. The marking

should meet the performance criteria for

night time reflectivity, wet reflectivity and

skid resistance asmentioned in the section-15

of IRC 35-2015. Warranty for the

Retro reflectivity should be two years.

177 Providing and fixing Glow studs of size Nos

100x20 mm made of heavy duty body shall 206.30 128.00

be moulded ASA (Acrylic styrene

Acryloretrite ) or HIP (High impact

polystyrene) or ABS having electronically

welded micro- prismatic lens with abrasion

resistant coating as approved by Engineer in

charge. The glow stud shall support a load of

13635 kg tested in accordance with ASTM

D4280. The slope of retro- reflective

surface shall be 35 (+/-5) degress to base

.The reflective panels on both sides with at

least 12 cm of reflective area up each side.

The luminance intensity should be as per the

specification and shall be tested as described

in ASTM I: 809 as recommended in BS:

part 4 : 1973. The studs shall be fixed to the

Road surface using the adhesive conforming

to IS, as per procedure recommended by the

manufacturer complete and as per direction

of Engineer-in-charge.

178 Providing and fixing sing boards made out of Nos

2mm aluminium sheet; size 60cms. diameter 3,082.28 14.00

circle as per the design of IRC-67-1977 pre

treated with phospheting process & acid

eteching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and

frame fabricated from suitable size iron angle

of 35 x 35 x 3mm 75x75x6mm as required;

painted with best quality epoxy coatings in

black and white bends. the details of symbol

for each board shall be as per the instruction

of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge.(B)High Intensity Grade

179 Providing trench with 230 mm masonary Rmt

clear section 300x300 including base PCC 2,732.00 539.00

(1:2:4) and plastered with 15 mm plaster and

covered with M.S. Grill as per design( grill

25x25x5 mm and horizontal and vertical side

50 mm C/C) etc complete as directed by EIC

and as per consultant drawing and design.

180 Providing RCC sump for collecting rainwater liter

at basement to disposed of outside as per 11.00 50,000.00

given volume/size and design as per

consultant design and drawing. minimum

scope will be PCC, Raft, Wall, Slab, MH

cover, Waterproofing plaster and

submerssible motor with all necessary

accessories required to dispossed off water of

sump.etc. complete job as directed.

181 Providing and fixing S.S. railing having top Rmt

rail 50mmx16G ASIS 304 grade pipe two 2,500.00 72.00

hori pipe 25mmx16G 304 grade and vertical

support at 300 mm C/C16mmx16G ASIS

grade pipe fixing on step by plate as

approved by Engineer - in - charge as per

drawing etc. complete as directed.

182 Providing composite water proofing Smt

treatment to floor and walls of water tank, 1,153.49 4,370.00

w.c. & bath area, through approved agencies

preparing floor and wall for water proofing

work/ by chasing/cutting as per the

companies requirement. First by providing

and applying cementitious crystalline based

waterproofing for concrete rafts, walls, water

tanks, slabs, concrete floors etc. with Epoxy

coating. The application to be done from

positive side on a wet open pore concrete

surface with brush @ to 1 kg/ sqm as per

mfg.'s specification. After testing with

ponding after 7 days, a layer of plaster with

waterproofing compound/ admixture about

25 mm thick in the floor / depression and

about 18 mm on the sidewalls / depression

upto the floor level shall be provided over the

surface treated with crystalline powder. The

waterproof plaster about 18 mm thick to be

continued on the walls above the floor level

for a height of 600 mm with surface suitable

to receive further finishing treatment all

complete as per companies specifications and

instructions and as directed for all heights

and floors. The round vata shall be included

in this in sq.mt. and shall be taken upto top

of round on wall.

183 Indepth Crystalline Treatment- Surface Smt

Preparation: 363.65 100.00

Minor cleaning work, scarifying the surface

to remove laitance, cleaning with compressed

air, chasing open construcituon joints &

cracks etc. to form a U shaped groove of

20mm x 20mm and filling with polymer

modified mortar using polymer in the ratio of

1pbw polymer:10 pbw cement: 30 pbw

quartz sand. Making of angle fillets all

around the periphery of the wall with

polymer modified mortar in the ratio of in the

ratio of 1pbw polymer:10 pbw cement:

pbw quartz sand. Providing and applying, in

depth penetrating type crystalline

waterproofing system, applied as a slurry

application by brush in two coats with a total

consumption of approx.1.50 Kg per Sqm, to

be applied over the RCC slab & on vertical

surfaces, curing for minimum 3 days

etc.complete in all aspects as per

manufacturers instructions and as directed by

Engineer/Architect. The area of the floor and

sides of tank treated shall be considered for

payment purpose.

184 Speed Breaker : Rmt

Providing and fixing Speed breakers / 3,795.00 25.00

bumpers having capacity 50 tons for the

driveways and ramps. Black and Yellow

color high intensity PVC speed bumps

marked with reflective tapes, having section

of size L750 MM x 250MM x75 MM shall

be fixed as per length 4 nos (2 black,

yellow) and design with anti skid pattern for

grip filling cement inside. The speed breakers

shall be installed at adequate spacing, with

the help of mounting hardware, pre-drilled

holes, butyl tapes, spike bolts, etc., inclusive

of all labours and materials.The Work shall

be carried out as per manufacturer's

instructions , detailed drawings and

Architect/EIC instructions.

185 Car Stopper : No

Supplying and fixing PVC Car Stopper of 690.00 10.00

black with yellow reflective sheeting at

parking areas having size of (L)500mm x

(H)160mm x (W)150mm, fixed with stainless

steel flathead fastener flush and plastic

cement adhesive according to manufacturer

instructions, detailed drawingand

Architect/EIC instructions.

186 Constructing cast-in situ RCC diaphragm Cmt

wall by providing and laying machine 13,552.80 71.29

batched, machine mixed, self compacting,

ready mix reinforced cement concrete, tramie

controlled, of M 30 grade concrete as per

approved Design Mix manufactured in fully

automatic batching plant established on site

and transported to site of work in transit

mixer having continuous agitated mixer

including providing and mixing required

admixtures in recommended proportions as

per IS : 9103, as approved by the Engineer-

in-charge, for achieving 150- 200mm slump,

for diaphragm wall having thickness as per

approved structural design not exceeding

mm, in pannels of required depth and lengths

as per approved drawing, including

constructing necessary guide walls as

required and as specified including boring in

all kinds of soils and rocks, including

working in or under water and / or liquid

mud, in foul conditions and pumping or

bailing out of water and removing slush,

including disposal of earth/ rock / slush etc.

for all leads and all lifts, including preparing,

providing and re-circulating bentonite slurry

in the trench as and when required for all

depths, including agitating bentonite slurry

during trenching etc., providing and fixing

stop ends or form tubes, upto the required

depth of diaphragm wall including extracting

the same after casting, including chipping off

the bentonite adulterated concrete or unsound

concrete up to the cut off level for obtaining

the sound concrete, dressing undulations on

the exposed face of diaphragm wall after

excavation by chipping / chiseling etc.

including filling the depression/ cavities with

sound concrete etc. complete and as directed

by the Engineer-in-charge, including

providing recess for bearing plates and fixing

insert boxes for inclined rock anchors etc.

complete as per the specifications and

approved design and as directed by the

Engineer-in-charge, but excluding the cost of

reinforcement and inserts. (rates include cost

of all inputs of labour, material and T & P,

cost of handling, lifting & placing in position

the reinforcement cage in the trench,

including the additional cost of welding the

reinforcement bars etc. involved in the work

and all other incidental expenditure for

completing the work as directed by the

Engineer-in-charge), However, the actual

area of the diaphragm wall, correct to two

places of decimal, from design bottom level

to the design cut off level (including portion

anchored in the rock upto the design bottom

level) only shall be measured for payment.

Excess/less cement used for design mix

including the extra cement required for under

water concreting is payable / recoverable

187 Designing, Providing, factory fabricating, Sqm

transportation, assembling and erection in 16,000.00 440.00

position of tensile membrane roof with steel

structure, Spiral Strand Hot Dipped

Galvanised Cable, etc. with all lead &

lifts with following specification as under: i)

Design, Engineering, Patterning, Supply,

fabrication of Arch roof structure with

Glass Fibre Silicon Fabric / Glass fibre

Teflon Coated (PTFE Fabric) Membrane

of Ferrari, Saint Gobain, Mehler

(including - Procurement, Import, Duties,

Taxes, Fabrication, packing, transportation to

site & installation). All CNC Plotting/

Cutting & all joints/ seams to be Welded

under appropriate pre-stress to avoid any

creep / wrinkles & water leakage - ready to

ii) The structure of steel members using

structural steel hollow tubes of Grade YSt

310, conforming to IS-1161 and IS

4923 with latest amendments, to the

required profile, curvature and shape as

called for as per the drawings and

specifications. This item includes preparation

of fabrication shop drawings and their

approval, necessary templates, adequate

temporary supports, scaffolding and

staging, all cutting, grinding, surface

treatment, painting, welding (using

automatic submerged arc welding and gas

metal arc (MIG) welding wherever

specified) including hexagonal black bolts

& all labour, tools, plants & equipment’s

and operations etc required to complete

the job as per drawings and specifications.

iii) Application of primer and various

coats of internal and external painting in

fabrication shop and final painting on site

using 2 pack Zinc primer & 2 pack Epoxy

paint including all touch up works after

erection as per technical specifications in

relevant portion of the document.

iv) Spiral Strand Hot Dipped Galvanised

Cable as per size and length with one end

SS304 Grade Adjustable Socket & one end

fixed socket fitting swaged end terminals -

pre-stressed - ready to install. The work shall

consist of the fabrication and supply of all the

structural cables and fitting for the tensioned

membrane structures as shown in the

v) The mode of measurement shall be actual

plan area of tensile fabric. this is design buit

188 Providing, supplying and fixing eco-friendly Sqm

terracotta jali blocks of approved design 3,200.00 220.00

(floral/geometric) and shade, machine-made

or handcrafted from natural terracotta clay,

having uniform terracotta colour and size

× 300 × 50 mm (or as specified). The jali

blocks shall be laid in cement mortar 1:4,

including necessary alignment, jointing, and

neat pointing. The work shall include

scaffolding, curing, cleaning, removal of

mortar stains, and all leads and lifts. The jali

panels shall be properly fixed using cement

mortar and/or high-grade adhesive with

concealed mechanical supports wherever

required, ensuring adequate strength,

stability, ventilation, and privacy, complete

as per approved drawings and specifications.

189 Supplying cutting,bending,binding and MT

placing in position steel as per plan and 78,577.00 3.00

design and as rer ISS 2502 including cost of

Steel and binding Wire for reservoir/structure

only including lift up to 6 meter height or

depth below G.L for all diameter.

CRS steel all diameter Fe 500grade

confirming to relevant I.S.

190 Providing & applying Cement plaster 20 mm Sqmt

thick in cement morter 1:2 using water 202.00 108.00

proofing compound of approved quality incl.

finishing etc. completed.

191 Providing C.I. cowl type ventilator with air Kg

filter and jali etc. comp. All dia size 58.00 80.00

192 Providing and supplying Cast iron Manhole Kg

Frame & Cover ( All type ) for water supply. 58.00 1,235.00

193 Fixing all types of C.I. Frame and cover in No.

C.C.1:2:4 including carting etc. complete 279.00 16.00

excluding cost of R.C.C.

194 Providing and fixing depth gauge painted on No

teak wood planks 25 mm/M.S plate 4mm 5,520.00 1.00

thick with float level indicator sliding wire

on standard pullies incl. necessary

arrangement to prevent the swinging etc.

comp. with calibration upto 5 mt. height

195 Providing and supplying ISI Standard R.C.C. Rmt

pipes(of Sulphate Resisting Cement) in 417.00 248.00

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 458/

Note : One collar should be supplied with

each full length plain ended RCC pipe, cost

included in rates below. One rubber ring

should be supplied with each full length

socketed pipe, cost included in rates below.

Class NP3 Test pressure 0.7 Kg/sq.cm

196 Providing and supplying ISI Standard R.C.C. Rmt

pipes (of Sulphate Resisting Cement) in 331.00 143.00

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. complete. (IS - 458/

Note : One collar should be supplied with

each full length plain ended RCC pipe, cost

included in rates below. One rubber ring

should be supplied with each full length

socketed pipe, cost included in rates below.

Class NP3 Test pressure 0.7 Kg/sq.cm

197 Lowering, laying and jointing R. C. C. pipes Rmt

in C. M. 1:1 1/2 of following diameters in 88.00 236.00

proper position,grade and alignment as

directed by Engineer-in-charge including

conveyance from stores to site of

work,labour, giving hydraulic testing as per

Class NP3 Test pressure 0.7 Kg/sq.cm

198 Lowering, laying and jointing R. C. C. pipes Rmt

in C. M. 1:1 1/2 of following diameters in 63.00 143.00

proper position,grade and alignment as

directed by Engineer-in-charge including

conveyance from stores to site of

work,labour, giving hydraulic testing as per

Class NP3 Test pressure 0.7 Kg/sq.cm

199 Providing & constructing sewer manholes, No.

scraper manholes & unit house connection 12,179.00 16.00

chamber, as per the type design in brick

masonary in CM 1:3 & out side plaster in

CM 1:3 necessary coping in RCC M20,

fixing CI steps & fixing manhole frame &

covers. (but excluding supply of manhole

frame & covers) over manholes & house

connections, chambers & fixing manhole

covers (but excluding supply of manhole

covers) over scraper manholes etc. complete,

providing & fixing safety chain wherever

necessary as per the stipulation in the type

design complete (excl. excavation)

Manhole type "A" circular type having inside

dia of minimum 900 mm & for depth from

1.0 m to 1.5 m (for 150 mm to 500 mm dia.

Manhole type "A" as above but upto 1.00 m

200 Extra depth beyond 1.00 m but upto 1.50 m Rmt.

depth for "A" type manhole above. 6,628.00 3.00

201 RCC precast MH frame & cover No.

manufacture, supply & delivery at store or at 1,121.00 16.00

site of work precast RCC M 200 frame &

cover suitable to drainage MH & as per type

design & drawing including cost of

reinforcement, MS angle or flat, curing mold

R.C.C. covers Heavy Duty

Frame suitable for 50 cm opening of MH

202 Cover suitable for 50 cm opening of MH No.

203 Constructing brick masonary chamber for No.

underground C.I Inspection chamber and 2,903.89 10.00

bends with bricks having crushing stregth not

less then 35 kg/cm2 in c:m 1 :5 C.I. cover

with frame (light duty) 455 mm x 610 mm

internal dimensions total weight of cover

with frame to be not less than 38 Kg .(wt. of

cover 23 Kg.) and wt.of frame 15 Kg. ) (

R.C.C. top slabe with 1:2:4 mix ( 1: cement

:2 coarse sand : 4 graded stone aggregate

mm size) foundation concrete 1:5:10 in side

plaster 15 mm thick with cement mortar 1:3

finished smooth with a floating coat of neat

cement on walls and bed concrete etc.

complete. (i) in side dimensions 455mm x

610 mm and 450 mm deep for single pipe

204 Excavation for pipe line trenches for water Cumt

supply, sewerage line, manhole etc. all with 89.00 269.00

shoring and struting if required as per

required gradient and line including safety

provisions using site rails and stacking

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified.

In all sorts of soil and soft murrum

upto 1.5 m depth

205 Refilling the pipeline trenches incl. ramming, Cumt

watering, consolidating disposal of surplus 22.00 248.00

stuff as directed within a radius of 3 km.

206 Providing bedding incl. ramming, watering, Cumt

levelling, consolidating etc. Complete as per 329.00 18.00

standard and instruction of engineer incharge

With required quality Sand brought from

outside inclduing all lead

207 Providing and lowering UPVC PIPE having Rmt

for potable water of following dia. nominal 309.00 280.00

bore tube fitting and clamps including

making good the wall, ceiling and floor etc.

complete. [E] 80 mm

208 Providing , Laying and jointing in true line Rmt

and level 50 mm dia UPVC pipe (SCH-40) 193.73 185.00

line including fitting of

PRINCE/SUPREME/ASTRAL/FINOLEX or

equivalent as approved by Engineer in-

Charge.Pipe Shall be Fixed on the wall with

the help of clamp at every two meter C/C or

shall be concealed as directed including

testing of pipe and joints and fixing the same

with adhesive solvent ,including cost of all

209 Providing, supplying and fixing ISI mark CI No.

Air valves at site of work tested to specified 2,875.00 1.00

test pressure inluding all taxes, octroi,

insurance, transportation, freight charges,

loading, unloading stacking etc. complete and

all labour chrarges of lowering, laying,

jointing in position including cost of jointing

materials, nut-bolts and giving satisfactory

hydraulic testing etc. complete.

Air valve double acting ( DS2)

210 Providing, supplying and fixing ISI mark No.

Reflux/Non Return valves at site of work 4,507.00 1.00

tested to specified test pressure including all

taxes, octroi, insurance, transportation,

freight charges, loading, unloading stacking

etc. complete and all labour charges of

lowering, laying, jointing in position

including cost of jointing materials, nut-bolts

and giving satisfactory hydraulic testing etc.

Reflux valves PN 1.6 IS 5312 with ISI mark

211 Providing, supplying and fixing ISI mark No.

Reflux/Non Return valves at site of work 3,432.00 1.00

tested to specified test pressure including all

taxes, octroi, insurance, transportation,

freight charges, loading, unloading stacking

etc. complete and all labour charges of

lowering, laying, jointing in position

including cost of jointing materials, nut-bolts

and giving satisfactory hydraulic testing etc.

Reflux valves PN 1.6 IS 5312 with ISI mark

212 Providing, supplying and fixing ISI mark CI No.

Sluice/Control valves PN 1.6 at site of work 4,034.00 1.00

tested to specified test pressure including all

taxes, octroi, insurance, transportation,

freight charges, loading, unloading stacking

etc. complete and all labour charges of

lowering, laying, jointing in position

including cost of jointing materials, nut-bolts

and giving satisfactory hydraulic testing etc.

A12) PN-1.6 with gear operated ( Alt-1 type

213 Providing, supplying and fixing ISI mark CI No.

Sluice/Control valves PN 1.6 at site of work 3,342.00 6.00

tested to specified test pressure including all

taxes, octroi, insurance, transportation,

freight charges, loading, unloading stacking

etc. complete and all labour charges of

lowering, laying, jointing in position

including cost of jointing materials, nut-bolts

and giving satisfactory hydraulic testing etc.

A12) PN-1.6 with gear operated ( Alt-1 type

214 Construction of valves chamber in brick or No..

stone masonry, locally available in C.M 5,380.00 15.00

1:6,foundation concrete 150 mm thick in

C.C. 1:4:8 of trap metal size 25 mm to

mm thick, inside cement plaster in C.M 1:3,

and cement pointing outside in C.M 1:3 etc.

complete as given size. Upto 1 mt depth from

G.L. to pipe invert level incl. complete

civil works but excluding cost of excavation

With fixing of CI-MH frame and cover

(Excluding cost of CI-MH frame and cover )

(a) Size of 0.60 m x 0.60 m and 1.0 m deep

with single piece 10 cm with fixing M. H.

215 Boring/drilling bore well of required dia for 707.75 Rmt

casing/ strainer pipe, by suitable method 100.00

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, upto

metre depth below ground level.

300 mm dia metre

216 Supplying, assembling, lowering and fixing 2571.05 Rmt

in vertical position in bore well, ERW 100.00

(Electric Resistance Welded) FE 410 plain

slotted (having slot of size 1.6/3.2 mm) mild

steel threaded and socketed / plain bevel

ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and

approved make, having wall thickness not

less than 5.40 mm, including painted with

outside surface with two coats of

anticorrosive bitumestic paint of approved

brand and manufacture, including hire &

labour charges, fittings & accessories, all

complete, for all depths, as per direction of

Engineer -in-charge.

200 mm nominal size dia

217 Providing and fixing M.S. clamp of required 2293.65 No.

dia to the top of casing/housing pipe of 4.00

tubewell as per IS: 2800 (part I), including

necessary bolts & nuts of required size

218 Bore plug having 100 mm height made from 774.82 No

M.S. plate with 3 holes at equal distance on 2.00

circumference for nut-bolts type, locking

arrangement with nuts-bolts & lock nuts of

standard make etc. complete.

[b] From 5 mm thick M.S. plate ( For Top

'ii) Suitable for 200 mm dia pipe

219 Providing and fixing Bail plug/ Bottom plug 357.60 No

of required dia to the bottom of pipe 2.00

assembly of tubewell as per IS:2800 (part I).

220 Cement grout seal The grout shall be 1:1. The 14866 L.S

largest size aggregate allowed is 10 mm 2.00

pebbles. The grout will have to 'be in placed

in such a way that the cement sand and

aggregate will not be separated due to water.

Any method of doing so will have to be

approved by the architects/Engineer.

221 Bottom sealing of bore hole as per standard 7460 L.S

procedure. 2.00

222 Gravel packing in tubewell construction in 2024.50 Cumt

accordance with IS: 4097, including 4.00

providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual

requirement, all complete as per direction of

Engineer in- charge.

223 Development of tube well in accordance with 1085.05 Hour

IS : 2800 (part I) and IS: 11189, to establish 20.00

maximum rate of usable water yield without

sand content (beyond permissible limit), with

required capacity air compressor, running the

compressor for required time till well is fully

developed, measuring yield of well by “V”

notch method or any other approved method,

measuring static level & draw down etc. by

step draw down method, collecting water

samples & getting tested in approved

laboratory, i/c disinfection of tubewell, all

complete, including hire & labour charges of

air compressor, tools & accessories etc., all as

per requirement and direction of Engineer-in-

224 Welding in all positions with required 505 Rmt

number runs, for M.S /E.R.W. pipes 20.00

internally including gauging wherever

'necessary, fixing appurtances and other

accessories in connection with pipe laying

work as per specification

'Butt Joints : Plate thickness

225 Excavation for foundation includ.sorting out 121.91 Cumt

& stacking of useful materials & disposing of 16.00

the excavated stuff upto 50 mt. Lead & all

lift, watering etc. Comp. (A) Loose or Soft

With Machinaries

(1) Up to 1.5 Mt. depth

226 Excavation for foundation includ.sorting out 135.12 Cumt

& stacking of useful materials & disposing of 12.00

the excavated stuff upto 50 mt. Lead & all

lift, watering etc. Comp. (A) Loose or Soft

With Machinaries

(2) 1.5 to 3.0 Mt. depth

227 Providing and laying cement concrete 1:3:6 3040.53 Cumt

(1 cement : 3 coarse : 6 crushed stone 2.00

aggregates 40 mm. nominal size) and curing

complete excluding cost of form work in :

(A) foundation and plinth.

228 Providing & construction brick work using 4397.14 Cumt

Fly Ash bricks having crushing strength not 6.00

less than 35 Kg./sq.cm. in foundation &

plinth in C.M. 1:6 (1 cement:6 sand ) etc.

comp. Up to G.L./P.L.

229 Providing and fixing factory made precast 1399.95 No.

RCC perforated drain covers, having concrete 2.00

of strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four

no longitudinal & 9 nos cross sectional

T.M.T. hoop bars, including providing

mm dia perforations @ 100 to 125 mm c/c,

including providing edge binding with M.S.

flats of size 50 mm x 1.6 mm complete, all as

per direction of Engineer-in-charge.

230 Supplying & filling FINE sand in Filter Beds 444.40 Cumt

for preparation of filter bed upto average 5.0 4.00

mt depth below surrounding average ground

level including cost of sand, transportation

for all leads,loading unloading, spereading in

layers as specified below. Loose thickness at

all depths dressing and levelling dewatering

sub soil or rain water if any etc. complete. [

The uniformity coefficient of sand shell be

1.2 to 1.8 ] a. Fine sand of size 0.35 to

mm in a layer of 1000 mm thick

231 Supplying & filling GRAVEL in Filter Bed 1025.15 Cumt

for preparation of filter bed upto average 7.0 0.80

mt depth below surrounding average ground

level including cost of gravel transportation

for all leads, loading, unloading, spereading

in layers as specified below. Loose thickness

at all depths dressing and leveling dewatering

sub soil or rain water if any etc.complete.

a. Gravel of size 3 to 6 mm in a layer of

232 b. Gravel of size 6 to 20 mm in a layer of 200 1025.15 Cumt

233 c. Gravel of size 20 to 40 mm in a layer of 1341.28 Cumt

200 mm thick 2.00

234 d. Gravel of size 40 to 60 mm in a layer of 1374.61 Cumt

250 mm thick 2.00

235 Supplying & filling BOULDERS around 1042.32 Cumt

central water trough in a layer of 200 mm 2.00

thick. in Filter Bed .

236 Filling in trenches with available excavated 135.56 Cumt

earth in layer not exceeding 20cm in depth 18.00

consolidating each deposited layer by

ramming & watering for Recharge wall

237 Excavation for foundation up to 1.5 m depth 121.91 Cumt

including sorting out and stacking of useful 618.00

materials and disposing of the excavated stuff

up to all lead and lift. (Mechanized)

In all sorts of Loose and soft Soil

238 Providing and laying cement concrete 1:3:6 3040.53 Cumt

(1 cement : 3 coarse : 6 crushed stone 41.00

aggregates 20 m.m. nominal size) and curing

complete excluding cost of form work in :

(A) Foundation and plinth

239 Providing and supplying ISI Standard R.C.C. 527.00 Rmt

pipe (Of Sulphate resisting Cement ) in 312.00

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation , freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc complete(IS-458/1989)

Note: One collar should be supplied with

each full length plain ended RCC pipe,cost

included in rates below.One rubber ring

should be supplied with each full length

socketed pipe,cost included in rates below.

Class NP3 Test Pressure 0.7 Kg/Sq.cm

250 mm Dia Pipe

240 Lowering,laying and jointing RCC pipes in 97.00 Rmt

CM 1 :1.5 of following diameter in proper 312.00

position,grade and alignment as directed by

Engineer - in - chaegeincluding conveyance

from stores to site of work ,labour giving

hydraulic testing as per ISI code.

250 mm Dia PIpe

241 Providing and supplying in standard length 920.00 Rmt

ISI mark rigid unplasticised PVC pipes 400.00

suitable for potable water with ring fit joint

including cost of rings, as per IS specification

no. 4985/1988 including all local and central

taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the departmental stores and

including cost of jointing material etc.

Test Pressure 10 Kg/cm2.

160 mm Dia Pipe

242 Lowering, laying and jointing PVC pipes and 28.00 Rmt

specials of following class and diameter 400.00

including cost of conveyance from stores to

site of works including cost of labour,

material, except cement solvent, giving

satisfactory hydraulic testing as per ISI code.

160 mm Dia PIpe

243 Filling in trenches with available excavated 79.79 Cumt

earth in layer not exceeding 20cm in depth 548.00

consolidating each deposited layer by

ramming & watering

244 Constructing brick masonry chamber for 2903.89 No.

underground C.I. Inspection chamber and 24.00

bends with briocks having croshing strength

not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg.

(Wt. of cover 23 Kg.) and Wt. of frame

15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone

aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions

455mmx 610mm and 450mm deep for single

245 Providing and fixing S.W. gully trap with 1234.57 No.

C.I. grating brick masonry chamber and 24.00

water tight C.I. cover with frame of 300mm x

300mm size (inside) with standard weight.(i)

Square mouth traps. (A) 100mm x 300mm

246 Boring/drilling bore well of required dia for 564.71 Rmt

casing/ strainer pipe, by suitable method 200.00

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore

log, including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, upto

metre depth below ground level.

300 mm dia metre

247 Supplying, assembling, lowering and fixing 2051.44 Rmt

in vertical position in bore well, ERW 200.00

(Electric Resistance Welded) FE 410 plain

slotted (having slot of size 1.6/3.2 mm) mild

steel threaded and socketed / plain bevel

ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and

approved make, having wall thickness not

less than 5.40 mm, including painted with

outside surface with two coats of

anticorrosive bitumestic paint of approved

brand and manufacture, including hire &

labour charges, fittings & accessories, all

complete, for all depths, as per direction of

Engineer -in-charge.

200 mm nominal size dia

248 Providing and fixing M.S. clamp of required 1830.10 No

dia to the top of casing/housing pipe of 2.00

tubewell as per IS: 2800 (part I), including

necessary bolts & nuts of required size

249 Bore plug having 100 mm height made from 782.57 no

M.S.plate with 3 holes at equal distance on 1.00

circumference for nut-bolts type, locking

arrangement with nuts-bolts & lock nuts of

standard make etc. complete.

[b] From 5 mm thick M.S. plate ( For Top

ii) Suitable for 200 mm dia pipe

250 Providing and fixing Bail plug/ Bottom plug 285.33 no

of required dia to the bottom of pipe 1.00

assembly of tubewell as per IS:2800 (part I).

251 Cement grout seal The grout shall be 1:1. The 13405.73 no

largest size aggregate allowed is 10 mm 1.00

pebbles. The grout will have to be in placed

in such a way that the cement sand and

aggregate will not be separated due to water.

Any method of doing so will have to be

approved by the architects/ Engineer.

252 Bottom sealing of bore hole as per standard 6727.61 no

procedure. 1.00

253 Gravel packing in tubewell construction in 1615.35 Cmt

accordance with IS: 4097, including 1.96

providing gravel fine/ medium/ coarse, in

required grading & sizes as per actual

requirement, all complete as per direction of

Engineer in- charge.

254 Development of tube well in accordance with 865.76 Hour

IS : 2800 (part I) and IS: 11189, to establish 12.00

maximum rate of usable water yield without

sand content (beyond permissible limit), with

required capacity air compressor, running the

compressor for required time till well is fully

developed, measuring yield of well by “V”

notch method or any other approved method,

measuring static level & draw down etc. by

step draw down method, collecting water

samples & getting tested in approved

laboratory, i/c disinfection of tubewell, all

complete, including hire & labour charges of

air compressor, tools & accessories etc., all as

per requirement and direction of Engineer-in-

255 Pumping test of the tubewell by submersible 29425.34 No

pump of adequate capacity in all districts. 1.00

B) D.R. Bore pump test with D.G. Set.

1) 1st 24 hrs. upto 30 HP

256 Manufacture, Supply and delivery of 395.92 Rmt

following ISI marked H.D.P.E. Pipes 200.00

(IS:4984/1985 with latest amendment) having

material Grade PE-80 in approximate

mtr. Coil length or as per GWSSB

requirement with SS-316 Nipple at both end

having 11 TPI threading as per specification,

press fitted and bolted having nominal

diameter as under as per detailed Technical

Specification. Rates are based on IOCL Resin

A Grade 45 GP 004DP44 as on dated

01.12.2017 Rs. 90284/- (Without GST) Rates

are Exclusive of GST.

257 Supplying and erecting and commissioning 31458.47 No

SUBMERCIBLE PUMP capable of 2.00

discharging 542 lit / minute 9.17 HP against

a total head of 57.14 M driven by electrical

motor as specified after reaching exact depth

of bore with tools, lubricator etc. comp. as

258 Providing and fixing precast concrete 6000.00 Nos

decorative element to be fix with 12mm dia 8.00

anchor fastners on single coat rough plastered

surface upto 10m height from ground level

complete as per detail drawing,

specifications and direction of the Architect

and EIC. (AMC logo)

Element upto 5 square meter in area

259 Granite Name Plate : 31000.00 Nos

Providing and fixing 18 mm thick granite 8.00

gang saw cut, mirror polished, premoulded

and prepolished, machine cut for cladding of

required size, approved shade, colour and

texture laid over 20 mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand), joints

treated with white cement, mixed with

matching pigment, epoxy touch ups,

engraving of letter in any language with

approved paint on stone as per instruction of

Architect, including rubbing, curing,

moulding and polishing to edges to give high

gloss finish etc. complete at all levels. size as

per architecture drawing.

260 Engraving letters (fonts) in 20mm thick sand 100.00 Nos

faced cement plaster on walls upto 10m 480.00

height from ground level as per detail

drawing and instruction of Architect and EIC.

For fonts upto 600mm in height

261 Providing and fixing false ceiling with frame

work made of special sections, power pressed - -

from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive)

as per IS : 277 and consisting of angle cleats

of size 25 mm wide x 1.6 mm thick with

flanges of 27 mm and 37mm, at 1200 mm

centre to centre, one flange fixed to the

ceiling with dash fastener 12.5 mm dia x

50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts

& bolts of required size and other end of

angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to

which the ceiling section 0.5 mm thick

bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at

450 mm centre to centre, shall be fixed in a

direction perpendicular to G.I. intermediate

channel with connecting clips made out of

2.64 mm dia x 230 mm long G.I. wire at

every junction, including fixing perimeter

channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition

with the help of rawl plugs at 450 mm centre,

with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to

ceiling section

and perimeter channel with the help of dry

wall screws of size 3.5 x 25 mm at 230 mm

c/c, including jointing and finishing to a flush

finish of tapered and square edges of the

board with recommended jointing compound,

jointing tapes , finishing with jointing

compound in 3 layers covering upto 150 mm

on both sides of joint all as per specification

and also including the cost of making

openings for light fittings, grills, diffusers,

cutouts made with frame of perimeter

channels suitably fixed, all complete as per

drawings, specification and direction of the

Engineer in Charge. Note:- The entire grid

system shall be designed to bear a distributed

load of minimum 15 kg/sqm. The rate shall

include providing necessary openings for

light fixtures, diffusers, trap doors etc to be

made as per layout drawings. The work shall