Work of providing water supply facilities at GIDC Indranuj Industrial Estate. (Re-invited)

Sr.no. Description Quantity Unit Rate Amount

1 Site gardening & 180.60 Cum 94.33

beautification:- Excavation

in any soil up to 30 cm

depth, Breaking clods,

removing unwanted stuff

such as brick bats, stones,

grass roots etc. refilling the

same preparing watering

weeding top digging and

relevelling and bringing the

earth to fine tilth, ready for

sowing or planting.

2 Labour for spreading and 30.10 Cum 75.47

mixing manur evenly with

top 8 to 10 cm of prepared

area at the rate of 5 cum

per 100 sqm area

3 laying out lawn: after 602.00 Sqm 72.11

excavation of soil up to

cm depth preparing soil for

planting by supplying and

mixing farm yard manure at

the rate of 5 cum per

sqm area , providing and

planting suckers of pure

dharo (doob) grass roughly

at 10 cm X 10 Cm distance

and maintaining till well

established etc. complete

(about 45 days)

4 Raising Hedge : after 114.00 Rmt 25.65

excavation of soil up to

cm depth preparing soil for

planting by supplying and

mixing farm yard manure at

the rate of 5 cum per

sqm area , providing and

planting cutting of

(kadavimendi) in two rows

roughly at 18 cmX 18 cm

distance and maintaining

till well established etc.

complete (about 45 days)

5 Planting trees and shrubs : 50.00 Nos. 121.45

after excavation of pits of

size 60 cm* 60 cm* 60 cm

depth, refiling the same by

providing farm yard

manure at the rate of

cum per pit providing and

planting well grown sapling

of specified variety and

maintaining till well

established etc. complete

(about 45 days) as directed

by engineer In charge

6 Refilling of Area up to 1800.00 Cum 289.51

Road level :- Filling in

Foundation and plinth with

murrum or selected soil in

layers of 20 cm. thickness

including watering,

ramming and consolidating

etc. complete. (more than

10 ton) including lead of

7 Internal Approach Road:- 51.75 Cumt 104.20

Box cutting the Road

surface to proper slope and

camber for making a base

for road work including

removing the excavated

stuff and depositing the

road side as directed up to

8 Earth work for 120.75 Cumt 169.44

embankment incl. breaking

clods dressing with all lead

and lift and incl. watering

rolling and consolidation of

subgrade in layers at

O.M.C. to required dry

density incl. filling the

depressions which occure

during the process using

power roller 8T to 10T and

lead upto 10km from

borrow pits etc. complete

as directed by EIC.

9 Construction of granular 51.75 Cumt 2121.98

sub-base by providing &

laying Grading 5th

Granular sub base (GSB)

in layers of graded granular

material consisting of

machine cut black trap

stone aggregate as per

grading - V given in table

400-1 of the specification

MORT&H and compactor

to the required density with

vibratory roller in all

seasons as per MORT&H

maintaining the required

slope & grade during the

operation as approved by

the engineer in charge &

watering to the proper

moisture content and

sprinkled with the help of

truck mounted water tank

fitted with suitable

arrangement. (fully

saturated having CBR

value minimum 30)

10 Providing and laying 34.5 Cumt. 3005.76

cement concrete 1:3:6 (1-

cement : 3-coarse sand :6-

hand broken stone

aggregate 40 mm nominal

size) and curing complete

excluding cost of formwork

in foundation and plinth

(more than 10 ton)

11 Providing and Laying M 30 51.75 Cumt 6905.00

concrete(Without fly ash)

with Trimix Dewatering

System on prepared sub

base with 53 grade cement

or any other type as per

clause 1501.2 coarse and

fine aggregate confirming

to IS;383, maximum size of

coarse aggregate not

exceeding 25mm mixed in

concrete mixer of less than

0.2 cum capacity, Mix

design Laid in approved

fixing side for work,(steel

channel, laying and fixing

of 125 micron thick

film,wedged,steel plates

including levelling the form

work as per drawing)

spreading the concrete

shovels,rakes,compacted

using needle,screed,plate

vibrators and finished in

continuous operation

providing admixtures as

approved,curing with

water/curing compound

complete including the cost

of formwork. Including

Dummy Groove Joint

details as per drawings at a

3mt C/C interval etc.

12 Providing & Fixing bitumen 2.93 Cumt 553.79

Filler For Expansion Joint

& Contraction Joint As per

13 Providing & laying ISI Mark 1552.50 Kg 76.21

reinforcement for RCC

bending,binding and

placing in position

completed up to floor two

14 UG Sump :- Preparing 1 No. 4195721.43

structural design of RCC

Under Ground / Partially

Under Ground / above high

ground level reservoir of

required capacity as per

relevant ISs & constructing

the same including

excavation in all types of

soil strata (including rock)

including shoring strutting if

required for loose soil to

protect from collapse due

to nearby traffic load,

casting 100 mm thick PCC

levelling course in M-10,

refilling the pit with proper

soil & disposing of the

surplus stuff within a lead

of 50 M including cement

plaster in C.M. 1:2 with

approved water proofing

compound to inside water

touching surface to the

container including all

types of labour & material

charges of lowering, laying,

erecting / hosting & jointing

of pipe assembly to inlet,

outlet, overflow, wash out

& by pass arrangement as

per hydraulic design.

Providing& fixing

accessories like MS / GI

ladder, CI manhole frame

& cover, water level

indicator, adequate cowl

type ventilators, or lantern

type ventilator with

stainless steel jali. B.B.

masonry chambers for

valves. Providing &

applying three coats of

cement paint / snowchm to

the outside face of the

surface. It also includes

satisfactory water tightness

test as per relevant IS code

& painting name of the

scheme & capacity on the

tank as per directions of

Engineer-in-charge.

15.00 Lac Liters capacity

UG Sump - for Rectangular

15 Pump House (10.00 M X 80 Sq. mt 17697.15

8.00 M) and 7.5 M Height

Designing(Aesthetically)

and constructing RCC

frame structure of pump

room with positive suction

and negative suction With

gantry structure (Min.

16 ESR - 2.0 LL Capacity & 1 No. 2677272.12

13.00 M Height. Designing

structurally (and

aesthetically) complying

provisions of relevant

Indian standards and

constructing RCC Elevated

Service Reservoir of the

following capacity and

height, using data of S.B.C.

of proposed site, seismic

zone, Wind speed Zone.

Including (1) Container

shape any suitable type (or

as specified), (2) Staging

consisting of column brace

trestle / shaft / combination

column - brace trestle and

shaft as appropriate (or as

specified) and (3)

Appropriate foundation

system. This includes

excavation in all types of

soil strata (including hard

rock), casting 100 mm thick

P.C.C. levelling course in

M-10, Refilling the pit with

proper soil and disposing

of the surplus stuff within a

lead of 50 meters. (4) This

will also include cement

plaster in CM 1:2 with

approved water proofing

compound to inside face of

container. (5) All types of

labour & material charges

of lowering, laying, erecting

/ hoisting & joining of pipe

assembly of inlet, outlet

overflow, washout and bye

pass arrangement as per

hydraulic design are

including(6) Providing and

fixing accessories

(specified) like MS / GI

ladder CI Manhole frame

and covers, water level

indicator, lightening

conductor, GI pipe railing

around walk way, at roof

level, at gallery and around

landing of inside shaft,

Adequate cowl type

ventilators or lintel type

ventilator with stainless

steel jali. (7) Scope of work

includes constructing RCC

spiral staircase with

adequate tie beams,

staircase footing, B.B.

masonry chambers for

valves. ventilating shaft

and ventilators as well as

door in shaft. (8) including

providing and applying

three coats of cement

paint/snowcem (as

specified) to the sholw

structure. (9) It also

includes satisfactory water

tightness test as per

relevant I.S. Code and

painting name of scheme &

capacity on the tank as per

direction of engineer in

charge. Cost of 2.00 Lac

Liters capacity & 13.0 M

staging height RCC ESR

(in Seismic Zone 3)

17 Excavation for foundation 234.00 Cumt. 261.73

upto 1.5 m depth including

sorting out & stacking

useful materials &

disposing off the excavated

stuff upto 50 m lead. -

Dense or Hard soil

18 Filling available excavated 158.00 Cumt. 130.39

earth (excluding rock) in

trenches, plinth, sides of

foundations etc. in layers

not exceeding 20 cm in

depth, ramming &

19 Providing and laying 25.00 Cumt. 3172.71

cement concrete 1:3:6 (1-

Cement:3-coarse sand :6-

hand broken stone

aggregates 40mm nominal

size) and curing complete

excluding cost of formwork

in (A) Foundation and

20 Providing and casting in 17.39 Cumt 8899.74

situ C.C in grade M-20,

proportion as per Mix

design or as per table 9 of

IS 456-2000 in Masses by

weight batching) using

granite, quartzite, trap

metal of size 6mm to

mm for R.C.C work,

including scaffolding,

Centering, formwork,

needle vibrated

consolidation, curing

completed up to 6 mtr

depth or height (excluding

cost of reinforcement and

neat finishing) with

centering and shuttering

etc. complete for structure

other than water retaining.

21 Footing 52.02 Cumt 4359.84

22 Beams 34.44 Cumt 5507.78

23 Coping 3.77 Cumt 5922.87

24 Providing TMT bar FE 13.2 MT 76214.60

500/500D reinforcement for

RCC work including

bending, binding, and

placing in position

complete upto floor two

25 Brick masonary in cement 112.1 Cumt 4289.33

mortar (1 : 6) using

common burnt clay building

bricks having crushing

strength not less than

kg/cm2 including

scaffolding, curing etc.

complete in foundation and

plinth, etc. at all levels. For

Conventional bricks

26 20 mm thick sand faced 1120.00 Sq.mt 335.65

cement plaster on walls

above ground level

consisting of 12 mm thick

backing coat of C.M. 1:3 (1

cement : 3 sand) & 8 mm

thick finishing coat of C.M.

1:1 (1 cement : 1 sand) etc.

27 Providing in line level 170.00 Rmt 271.93

plumb, fabricating and

fixing horizontal barbed

wire fencing and punched

tape concertina coil of

turns per meter of 600 mm

diameter fixed with clips on

top of the angle iron posts.

The punched tape

concertina coil having

sharp barbs at every

mm spacing shall be

mm thick and 19 mm width

and weighing 13 kg/

mtr. (Average) as per

specification. the rate shall

also include providing and

fixed 1 mt total long MS

angle 40 x 40 x 6mm @

3.00 mt c/c spacing

embedded in RCC column,

angle posts shall be

painted with one coats of

red oxide and two coats of

enamel paint of approved

quality at top of compound

28 wall painting (two coats) 1055.00 Sq.mt 78.90

with plastic Emulsion paint

of approved brand (apex

paint)and manufacture on

undecorated wall surface

to give an even shade

including thorughly

brushing the surface free

from mortar droping and

other foreign matter and

sand prepared smooth

29 Steel work Welded in Built 750.00 Kg. 59.27

up sections ,framed work

including cutting, hoisting,

fixing in position and

applying a priming coat of

red lead paint (a) in beams

and joints, Channels angle

tees, flats with connecting

flats or angle cleats as in

main and cross beams, Hip

and jack rafters, purlins

connected to common

rafters and like. (up to

ton) main gate+ wicket

30 Distribution network:- 4210 Rmt. 844.00

Providing, supplying,

lowering, laying and

jointing DI pipes for

following nominal bore

diameter with internal lining

including all taxes,

insurance, transportation,

freight charges, octroi,

inspection charges,

loading, unloading,

departments store,

stacking ; lowering, laying

and jointing for tyton joints

with CI/MS specials in

proper position, grade and

alignment as directed by

EIC including hydraulic

testing including

excavation for pipe line

trenches for pipe with

shoring and strutting if

required as per required

gradient and line including

safety provisions using site

rails and stacking

excavated stuff including

up to all required lead,

cleans the site etc.

complete for all lift and

strata and refilling the

pipeline trenches incl.

ramming, watering,

consolidating and disposal

of surplus stuff as directed

within a radius of 3 km. etc.

complete.For Following

Nominal Diameter DI-K7

33 150 mm dia for Connection 180 Rmt. 1501.00

35 Manufacture, Supply 577.83 Kg. 155.00

Delivery of ductile iron

flange socket Spigot

Bends, Tees , Reducers or

any other specials as per

BS-EN-545/1995 Class - A

series K12 suitable for use

with D.I. pipes manufacture

as per IS 8329/1994

delivery of specials is to be

made to GWSSB store or

site of works anywhere in

Gujrat All taxes , loading

unloading, carting, stacking

, insurance , inspection

charges , octrol etc.

complete.Flanged ended

36 Providing & erecting 10.0 Nos. 3686.00

Ductile Iron D/F sluice

valves as per IS

14846(latest edition) with

ISI Mark (PN-1.0 with gear

operated (PD type short

body) as Isolation Valves

with jointing to pipe work

(including all hardware and

packing) water quality as

per requirement, including

providing and fixing

expansion Bellow.

Hydraulic tests certificate &

certificate of material of

construction of parts shall

be submitted before

despatch of valve of

following class and

diameter including all

taxes, insurance,

transportation, freight

charges, octroi, inspection

charges, loading,

unloading, conveyance to

site, stacking etc. complete

rate for sluice valve

including followings but

Without Actuator. Also,

including SITC of

expansion bellow of

corrugate design, stainless

steel expansion bellows

with flanges, 15 mm axial

movement having tie rods,

nuts etc. complete of same

dia including all taxes,

insurance, transportation,

freight charges, octroi,

inspection charges,

loading, unloading,

conveyance to site,

stacking etc. complete rate

for sluice valve including

fixing in position. (PN-1

with gear operated (pd type

short body)80 MM Dia.

39 150 MM Dia. For 2.0 Nos. 7790.00

41 Providing & erecting 3 Nos. 4966.00

Ductile Iron D/F scour

valves as per IS

14846(latest edition) with

ISI Mark (PN-1.0 with gear

operated (PD type short

body) as Isolation Valves

with jointing to pipe work

(including all hardware and

packing) water quality as

per requirement, including

providing and fixing

expansion Bellow.

Hydraulic tests certificate &

certificate of material of

construction of parts shall

be submitted before

despatch of valve of

following class and

diameter including all

taxes, insurance,

transportation, freight

charges, octroi, inspection

charges, loading,

unloading, conveyance to

site, stacking etc. complete

rate for scour valve

including followings but

Without Actuator. Also,

including SITC of

expansion bellow of

corrugate design, stainless

steel expansion bellows

with flanges, 15 mm axial

movement having tie rods,

nuts etc. complete of same

dia including all taxes,

insurance, transportation,

freight charges, octroi,

inspection charges,

loading, unloading,

conveyance to site,

stacking etc. complete rate

for sluice valve including

fixing in position. 100 MM

Dia.(PN-1 with gear

operated (pd type short

42 Providing, supplying, 1 Nos. 1039.00

lowering, laying and

jointing CI Air valves of

approved make and quality

of following class and

diameter including all

insurance,transportation,

freight charges, octroi,

inspection charges, loading

, unloading, conveyance to

departmental stores,

stacking etc. complete.

43 50 MM Dia (DS2) 9 Nos. 2874.00

44 Erection of air valve riser 10 No. 3112.00

by installing new M.S. pipe

of 6 mm thick and 3.2 m

length with necessary

fittings such as flange of

appropriate size, nut bolts

and embedded the pipe in

RCC M:15 with offset of

cm around pipe with

necessary steel etc.

complete .50 MM Dia

45 Providing, supplying, 530 Rmt. 716.00

lowering, laying and

jointing ISI mark heavy

duty GI pipes with

couplings of following

nominal diameter including

all taxes, insurance,

transportation, freight

charges, octroi, inspection

charges, loading,

unloading, conveyance to

departments store,

stacking ; lowering, laying

and jointing with GI

specials in proper position,

grade and alignment as

directed by EIC including

conveyance to site of work,

labour, giving hydraulic

testing including

excavation for pipe line

trenches for pipe with

shoring and strutting if

required as per required

gradient and line including

safety provisions using site

rails and stacking

excavated stuff including

up to all required lead,

cleans the site etc.

complete for all lift and

strata and refilling the

pipeline trenches incl.

ramming, watering,

consolidating and disposal

of surplus stuff as directed

within a radius of 3 km. etc.

complete.Heavy Duty For

Following Nominal

Diameter GI 80 MM DIA

47 Construction of valves 3 Nos. 9977.50

chambers in brick or Bela

stone masonry , locally

available in C.M 1:6

foundation concrete

mm thick in C.C 1:4:8 of

trap metal size 25 mm to

40 mm thick , inside

cement plaster in C:M , 1:3

and cement pointing

outside in C.M. 1:3 and top

cover of precast RCC Slab

100 mm thick (with key

hole in two parts , each

with handles or MS bar etc.

complete as given size)

upto 1 Mt. depth from G.L

to pipe invert level incl.

complete civil works but

excl. cost of excavation

and refilling. with cast in

situ RCC slab in one single

piece with fixing of CI-MH

frame and cover (excl. cost

of CI-MH frame and cover )

with 23 mm thick masonry

wall in C:M 1:6.Size : (0.90

with precast slab in two

1.50 M ) - with precast slab

in two parts 15 mm

1.50 M ) - with precast slab

in two parts 15 mm for

50 Excavation for pipe line 6888.00 Cu.M. 89.00

trenches for water supply,

sewerage line, manhole

etc. all with shoring and

strutting if required as per

required gradient and line

including safety provisions

using site rails and

stacking excavated stuff

including up to all required

lead dewatering and

cleaning the site etc.

complete as directed by

engineer in charge. 0.0 to

51 Refilling the pipeline 6778.46 Cu.M. 22.00

trenches incl. ramming,

watering. consolidating

disposal of surplus stuff as

directed within a radius of

52 Providing and casting in 20 Cu.M. 4732.00

situ C.C.in grade M-15

(proportions as per mix

design or as per Table 9 of

IS 456 2000 in masses by

weigh batching) us

ingratiate, quartzite trap

metal of size 6mm to

20mm for RCC work,

including scaffolding

cantering, formwork,

needle vibrated

consolidation, curing comp.

up to 6 meter depth or

height (excluding cost of

reinforcement and neat

finishing) with cantering

and shuttering etc. comp.

for structure for other than

water retaining.Concrete

53 Drilling of horizontal bore 610 Rmt 2553.00

hole for water main

pipeline under the

railway/road tracks in all

strata with required length

including fixing of M.S(or

as pacified by railway /road

authority) casing pipe of

suitable size and thickness.

Rate includes the cost of

drilling of bare hole, casing

pipe & welding pushing etc

complete but excluding the

cost of water main, valves

and other items. Entire

work should be as per

approved drawing and as

per instruction of

Railway/road authority for

following dia. bore hole.For

IRS.300 MM Dia Bore Hole

with 250 MM Dia casing

54 Job work to connect 150 1 Job 4979.00

mm dia D.I. K-7 Pipe line to

existing airvalve on GWIL

pipeline for connection

including all fixtures and

accessories etc. comp.

55 Excavation in all types of 24 Cu.M. 117.08

hard and soft soil such as

murrum, sand, clay, black

cotton soil, kanker etc. and

also in wet condition if

required removing,

transporting and stacking

of useful materials and

disposing off the excavated

stuff upto50 meter lead.

i) For Dense or Hard soil

56 Filling available excavated 22.3 Cu.M. 130.39

earth (excluding rock) in

foundation & plinth in

layers not exceeding 20 cm

in depth consolidating each

deposited layer by

ramming and watering.

57 Providing and laying 1.44 Cu.M. 3005.76

cement concrete 1:3:6 (1-

Cement:3-coarse sand :6-

hand broken stone

aggregates 40mm nominal

size) and curing complete

excluding cost of formwork

in (A) Foundation and

58 Providing & casting in situ 4.74 Cu.M. 4359.84

C.C. in grade M-20

(proportions as per mix

design or as per table 9 of

IS 456-2000 in masses by

weigh batching) using

black trap metal of size

mm to 20 mm for RCC

work, including scaffolding,

centering, formwork,

needle vibrated

consolidation, curing, etc.

complete (excluding cost of

reinforcement & neat

finishing) with centering&

shuttering, etc. complete

for structure other than

water retaining. (without

water proofing chemicals)

.R.C.C. footings & Raft

59 R.C.C. beams, lintels and 1.05 Cu.M. 5507.78

bracket for gantry or chain

pully blocks, plinth beams,

tie beams, weather shed

60 R.C.C. Top slabs 1.00 Cu.M. 5922.87

61 R.C.C. columns 1.30 Cu.M. 8899.74

62 Providing TMT 1.22 MT 76214.60

reinforcement bars for

R.C.C. work including

bending, cutting and

placing in position at any

level, binding with 16 SWG

soft iron wires complete

etc. complete as directed.

For all type of RCC work,

stated in above items.

63 Brick masonary in cement 6.6 Cu.M. 4289.33

mortar (1 : 6) using

common burnt clay building

bricks having crushing

strength not less than

kg/cm2 including

scaffolding, curing etc.

complete in foundation and

plinth, etc. at all levels.

64 Providing and applying with 34.6 Sq.M. 335.65

two coats 20 mm thick

sand faced cement plaster

at outside RCC / brick on

work at any level where

specified consisting of

mm thick backing coat of

C.M. 1:3 (1 cement:

sand) and 8 mm thick

finishing cost of C.M. 1:1 (1

cement : 1 sand) etc.

65 Providing and applying 15 18.9 Sq.M. 194.07

mm thick cement plaster in

single coat on brick work

with floating coat of net

cement slurry for interior

plastering of pumphouse

and outside plastering of

sump upto finished even

and smooth in Cement

motar 1 : 3 (1 cement :

sand) including racking out

joint curing, scaffolding

required if any, with

necessary cement finishing

etc. complete as directed.

66 wall painting (two coats) 18.9 Sq.M. 78.90

with plastic Emulsion paint

of approved brand (apex

paint)and manufacture on

undecorated wall surface

to give an even shade

including thorughly

brushing the surface free

from mortar droping and

other foreign matter and

sand prepared smooth

67 Finishing wall with weather 34.6 Sq.M. 114.53

proof exterior emulsion

paint on wall surface (two

coats) to give an required

shape even shade after

thoroughly brushing the

surface to removal dirt, and

remains of loose powdered

materials.etc complete

68 providing & fixing EZ-7 1 Sq.M. 836.73

section door/window frame

including welding and

fixtures fastenings

including 3 coats of

approved enamel oil paint

69 Providing and fixing 30 mm 2 Sq.M. 2023.03

thik solid panel PVC door,

made up of 5 mm PVC

sheet having reinforcement

of M.S. tube frame of

guage the top and bottom

rails, styles and panels for

the same shall be as per

drawings and specification

and shall be joined with

solvent cement adhesive.

the M.S frame shall be

painted with approved red

lead and primer. the frame

shall be covered with heat

moulded 5 mm thick PVC

panel etc. complete.

70 Providing and fixing water 1 No. 933.78

closet squatting pan

(Indian type W.C. pan) size

580 mm x 450 mm white

colour vitreous china long

pattern type conforming to

IS:2556 (Part-III) together

with 100 mm size vitreous

China ‘S’ trap as per

IS:2556 (Part XIII) both of

an approved make

including jointing the trap

with the pan and soil pipe

in C.M.1:1 (1 cement:1

sand) complete including

earthwork, bed concrete of

71 Providing and fixing flat 1 No. 2036.41

back white color vitreous

china wash basin 550 mm

x 400 mm size with CI

brackets painted white.

Wash basin shall have

mm dia GI supply pipe,

overflow chase, 15 mm dia

pillar cock and stop cock

with PVC bottle trap and

PVC pipe piece upto wall

plus 32 mm dia PVC waste

pipe upto floor level

connected to 32 mm dia CI

pipe below floor and

connected to nearby floor

trap complete with unions

and plumber’s white

soldered joints with

necessary cleaning etc.

complete. All chases cut in

wall for fixing pipes shall be

made good in CM (1:4).

72 Supplying rotationally 1 No. 8954.00

moulded HDPE storage

tank with ISI mark of

approved make incl. all

taxes transportation octroi

etc. complete.1000 liter

73 Providing and laying 30 Sq.M. 1282.24

vitrified 8 mm thick tile

flooring over 20mm

(average base of cement

mortar 1:6 on new surface

or fixing on existing flooring

by adhesive material

including dismantling of

existing flooring and jointed

with colour cement slurry

including finished with flush

pointed and cleaning the

surface etc. complete.

Shade & Finish as directed

by Engineer In Charge (up

74 Providing and fixing C.I. 3 No. 604.49

Nahani trap of following

nominal dia. of self

cleaning design with C.I.

seread down or hined

grating including cost of

cutting and making good

the walls and floors

mm inlet and 50 mm outlet.

75 Providing & fixing 100 mm 1 No. 314.97

size P or S trap for water

closet squating pan

including jointing the trap

with the pan and soil pipe

in cement mortar 1:1 (1

cement : 1 fine sand)

76 Construction of valves 1 No. 7738.00

chambers in brick

masonary , locally

available in C.M 1:6

foundation concrete

mm thick in C.C 1:4:8 of

trap metal size 25 mm to

40 mm thick , inside

cement plaster in c:M , 1:3

and cement pointing

outside in C.M. 1:3 and top

cover of precast RCC Slab

100 mm thick (with key

hole in two parts , each

with handles or MS bar etc.

complete as given size)

upto 1 Mt. depth from G.L

to pipe invert level incl.

complete civil works but

excl. cost of excavation

and refelling. with cast in

situ RCC slab in one single

piece with fixing of CI-MH

frame and cover (excl. cost

of CI-MH frame and cover )

with 23 mm thiclmasonary

wall in C:M 1:6. Size : (.900

M X 0.900 M X 1 M ) - with

precast slab in two parts

77 Constructing Inspection 1 No. 3175.32

Chamber inlcuding

excavation, B.B.C.C.

1:5:10 for foundation, C.C.

1:2:4 channel, 15 mm

cement plaster in C.M. 1:3,

brick masonry in C.M. 1:5

including fibre reinforced

medium duty seat cover

etc. complete as directed.

Depth upto 0.95 M. 0.6 M x

78 Providing & fixing PVC 3 Rmt. 582.00

vent pipes of 160 mm dia.

79 Providing & fixing S.W. 1 No. 1246.92

gully trap with C.I. Grating

brick masonry chamber &

water tight C.I. Cover with

frame of 300 mm x

mm size (inside) with

standard weight. 150 mm x

100 mm size P or R type

80 Constructing Brick 2 No. 2017.19

masonry road gully

chamber 500 mm x

mm x 600 mm including

Horizontal gating with

frame complete.

81 Providing, laying and 20 Rmt 216.36

jointing with stiff mixture of

C.M. 1:1 salt glazed

stoneware pipes 100 mm

dia. including testing of

pipes and joints complete.

82 Providing and fixing to wall, 10 Rmt 246.57

ceiling and floor galvanized

M.S. pipes (medium grade)

of the following nominal

diameters with pipe fittings

and clamps including

making good the wall,

ceiling and floor.a)

83 b) 25 mm dia. 50 Rmt 397.87

84 Providing and fixing C.P. 1 No. 205.83

brass screws down stop

tap 15 mm dia. polished

bright, conforming to and

tested as per IS:781 of

approved make and

design, with all necessary

85 Providing and fixing C.P. 4 No. 186.83

brass chromium plated

screws down bib tap

polished bright of 15 mm

dia. conforming to and

tested as per IS:781 of

approved make and

design, with all necessary

86 Providing and fixing 600 1 No. 833.73

mm x 450 mm bevelled

edge mirror of superior

glass mounted on 6 mm th.

A.C. sheet or plywood

sheet and fixed to wooden

plugs with C.P. brass

screws and washers.

87 Providing and fixing C.P. 1 No. 603.19

Brass towel rail complete

with C.P. Brass brackets

fixed to wooden plugs with

C.P. brass screws.

mm x 20 mm size.

88 Providing and fixing C.P. 1 No. 254.78

Brass half turn flush cock

of approved quality

including fixing in pipe line

89 Providing sock pit of 5.00 2 No. 3360.69

Cum. Volume including

excavating and filling

brickbats with dry

masonary work at top for

45cm. height including

covering the top with stone

including providing vatas in

C.M 1:3 with finishing

curing etc. complete as

directed (upto 10 ton)

I /WE agree to carry out the work at ______________________ % above the estimated tender

rates ___________________________________________ should be written in figures and

I / We agree to carry out the work at ______________________ % below the estimated

tender rates ___________________________________________ should be written in figures

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs.2,17,23,922.00 Put to tender Rs.

Rupees in words: ___________ Rupees in words: _________________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per

the specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last

column should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its

close) in all respect & hold good for the work under all conditions, site moisture,

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

Signature of Bidder EXECUTIVE ENGINEER

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages