Transporting and Laying water pipe line from Usmanpura WDS to Usmanpura Garden Gate on West bank and from Laldarwaja WDS to Atal bridge on East bank of Riverfront phase -1, in Sabarmati Riverfront Project.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 25/06/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Ahmedabad Municipal Corporation

Transporting and Laying water pipe line from Usmanpura

WDS to Usmanpura Garden Gate on West bank and from

Laldarwaja WDS to Atal bridge on East bank of Riverfront

phase -1 in Sabarmati Riverfront.

Sr. No Description Amount

1. Transporting and Laying water pipe line

Total Estimated Amount of Tender

Ahmedabad Municipal Corporation

Transporting and Laying water pipe line from Usmanpura WDS to Usmanpura Garden

1 Gate on West bank and from Laldarwaja WDS to Atal bridge on East bank of Riverfront

phase -1 in Sabarmati Riverfront.

ABSTRACT SHEET OF PIPE LINE LABOUR WORK

Items without Unit

No Quantity in Rs.

Excavation for foundation in all type of hard and

soft soil including sorting out stacking of useful

material and disposing of excavated stuff upto

mt. lead loose or soft soil)

0 to 1.5 m depth Cmt

1.5 to 3.0 m depth Cmt

Transporting from AMC store and laying spigot

and socket New DI pipe line DI-K-9 pipe of

various classes with CI/DI/MS specials of

following diameters. Rate includes excavation up

to minimum 1.0 mt. depth from top of pipe/as per

2 requirement in any soil, refilling after laying pipe,

covering and temptation of carting surplus earth

up to 30 mt. lead and watering and compaction.

Clearing the site. All Joint shall be made tight &

leak free etc.comp.

150 mm dia Rmt.

200 mm dia Rmt.

250 mm dia Rmt.

300 mm dia Rmt.

350 mm dia Rmt.

400 mm dia Rmt.

450 mm dia Rmt.

Labour charges for installing and jointing Sluice

valve/Scour Valve including loading, transporting

from AMC's store,lowering in location to the

required with excavation refilling alignment by

3 crane/tripod and chain block including cost of

total nos. of nuts, bolts, Necessary gaskets and

excluding fixing of tail pieces with lead & jute

etc complete as directed by Engg. In charge.

Lowering, laying & jointing in position following

air Valves including cost of all labour, jointing

4 material, including nut bolts & giving satisfactory

hydraulic testing, etc. complete. With Isolating

Sluice Valve PN

100 mm dia. - No.

Labour charges for collecting specials from Kg

Municipals store loading, transportation, 2,500.00 21.43

unloading to the sie, laying and fixing CI specials

5 inclusive of all jointing materials like lead, spun

etc. and labour, excavation re-filling and nece.

Dewatering as per instruction of engg. Incharge.

Manufacture, Supply,Delivery & Fixing of

Ductile Iron 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 manufactured as per IS:8329/1994 delivery

6 of specials is to be made to GWSSB store or site

of works any where in Gujarat including fixing,

all taxes, loading, unloading, carting,

stacking,insurance, inspection charges, octroi etc.

a) For 100 to 300 mm dia 200.00 148.00 Kg

Above 300 mm dia Kg

Providing and casting in situ C.C. in grade M-15 Cmt

(approx. corresp. to prop. 1:2:4) (proportions as 20.00 4,906.00

per mix design or as per Table 9 of IS456 2000 in

masses by weigh batching ) using granite,

quartzite trap metal of size 6 mm to 20 mm for

RCC work, including scaffolding centering, form

7 work, needle vibrated consolidation, curing

comp. up to 6 meter depth or height (excluding

cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp.

for structure for other than water retaining.(With

Providing and casting in situ C.C. in grade M-20 Cmt

(proportions as per mix design or as per table9 of 5.00 5,520.00

IS456 2000 in masses by weigh batching ) using

granite, quartzite trap metal of size 6 mm to

mm for RCC work, including scaffolding

centering, formwork, needle vibrated

8 consolidation, curing complete up to 6 meter

depth or height (excluding cost of reinforcement

and neat finishing) with centering and

shuttering/deshuttering etc. complete for structure

other than water retaining (Below G.L) .(With

Supplying cutting, bending, binding and placing MT

in position steel as per plan and design and as per 0.50 77,504.00

ISS 2502 including cost of steel and binding wire

9 for reservoirs/structures only including lift up to

meter height or depth below G.L. for all

diameters Fe - 500 grade for all diameters.

Construction of chambers in brick masonary,

locally available in C.M. 1 : 6, foundation

concrete 150 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 & top cover of precast RCC slab 150 mm

10 thick upto 1 mt. depth from G.L. but excl. cost of

excavation and refilling. With cast in situ RCC

slab in two piece with fixing FRC frame and

cover etc. complete(excluding cost of frame &

cover ) with 23 mm thick brick masonary wall in

C.M.1:6 For Sluice Valve, Air Valve

0.9 x 0.9 x and 1.0 mt. deep chamber - No.

For Extra depth - Rmt.

1.3 m x 0.9 m x 1 m deep chamber No.

For Extra depth Rmt.

1.3 x 1.3 x and 1.0 mt. deep chamber - No.

For Extra depth - Rmt.

Providing and fixing PVC coated steps as per No

11 directed 10.00 66.96

FRC Manhole Cover Providing F.R.C. MH seat No

cover incl. carting to the work site etc. comp. 1.00 2,125.00

Directed. F.R.C. Extra Heavy Duty (EHD-35)

Manhole Covers & Frames Cover: 728mm ø &

100 mm thick circular cover, 35.00MT load

design,100 x 2mm MS flat all round,16mm ø

12 plain round bar for lifting the cover & should be

fitted with plastic cups. Frame:560mm ø clear

opening, -888 x 888 x 175mm. On the upper

periphery off rame 25x3 mm wide MS flat should

be well embed in concrete to protect the edges off

rame. FRC E.H.D.-35 manhole cover & frame

described as above.

FRC heavy duty cover size 730 mm. & 90 mm No

thick circular cover 20 M.T. design load and 1.00 1,830.36

13 frame size 560 mm clear opening size 890 x

Carting and Fixing M.H., Chamber or Catchpite No

Seat and Cover in line and level to match 2.00 750.00

exisisting road level in C.C. 1:2:4 and finishing

14 smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store) (Based on

Drainage SOR 2009-10)

Conveyance charge of earth, lime, murrum, Cmt

building rubbish, manual garbage, sludge, 150.00 408.41

15 excavated rock, fly ash, aggregate of any kind

etc. Upto 5.0 Km lead.

Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of

following thickness including demolishing the

16 asphalt carpet, metal, soiling/cutting

Reinforcement etc. comp. with stacking the

material as directed.

up to 0.20 meter thickness (By Manual) - Smt

up to 0.30 mt (by any type of Breaker Machine or Smt

(b) R.C.C Cutter machine including cost of operator, 1,300.00 178.57

fuel & transportation etc complete.

0.30 mt & above (by any type of Breaker Smt

(c) Machine or R.C.C Cutter machine including cost 50.00 312.50

of operater, fuel & transportation etc complete.)

Reinstatement of asphalt road/pavement using Smt

17 same material for soling and new metalling 550.00 231.47

grouting with tack coat etc complete as directed.

Cutting of existing pipelines of following

diameters including carting of nece. specials from

AMC store to site and from site to AMC store

(recovered materials) nace. labours for

excavation, jodan & backfilling fitter, supervisor,

etc. complete. Rate also includes electric cutter,

dewatering pump fuel and transportation of

machineries, chain pulley block if requires

working at an instructed specific time of day or

night etc. complete.

a) 100 (CI/DI) mm dia. - 1,446.43 No -

150 (CI/DI) mm dia. - No

200 (CI/DI) mm dia. - No

250 (CI/DI) mm dia. - No

300 (CI/DI) mm dia. - No

350 (CI/DI) mm dia. - No

400 (CI/DI) mm dia. No

450 (CI/DI) mm dia. No

500 (CI/DI) mm dia. No

600 (CI/DI) mm dia. - No

700 (CI/DI) mm dia. - No

Brick work using common burnt clay building Cmt

bricks having crushing strength not less than 35 5.00 4,011.66

19 kg / Sq. Cm. in foundation and plinth in cement

mortar 1:5 (1 cement : 5 coarse sand) etc.

Providing & applying . 15 mm. thick cement Smt

plaster in single coat on rough side of single or 10.00 222.56

20 half brick wall for interior plastering upto floor

two level and finished even and smooth in

Cement mortar 1:3 (1 cement : 3 sand) etc. comp

Demolition of Brick work & stone masonry Cmt

including stacking of serviceable materials and 10.00 544.95

21 disposal of unserviceable materials with all lead

and lift. (i) In cement Mortar.

Demolition and disposal of unserviceable Cmt

22 materials with all lead and lift.(i) Unreinforced 10.00 603.23

cement concrete

Demolition and disposal of stacking of Cmt

serviceable materials and disposal of 10.00 1,047.38

23 unserviceable materials with all lead and lift

Supplying Electric breakar machine for RCC slab Shift

or Asphalt demolishing work on site by using 10.00 1,071.43

operator, fuel, power supply etc. complete as

directed.(no payment should be allowed for non

24 working condition of machinary and for pipeline

excavation and M.H. work.allowed only for break

down work)(based on previously approved rate

Providing and supplying JCB machine on rental hr

basis in case of imergency situation and break 5.00 535.71

down type work and also during on unavodable

condition as per instruction of engineer incharge,

rates include all necesary shifting, fuel and

25 operating charges and staking o usefull and non

usefull material separatly up to store.(no payment

should be allow for non working condition of

machinary and for pipe line excavation and

Supplying, fabricating and embedding M.S. kg

anchor bolts, channels, angles chequered plates (6 100.00 82.50

mm thick), all other type of inserts, ladder,

precast trench cover etc. in concrete members

during concreting as per drawings and

instructions in all positions and at any level

26 including keeping them in correct position and

alignment, including adjustment of reinforcement

and shuttering, etc. complete and including two

coats of approved oil paint over one coat of zinc-

rich primer over exposed surfaces of above

mentioned inserts after embedment, etc. all as

Manufacture, Supply & Delivery, Laying of

Electric Resistance Welded (Up to 400mm)/

Submerged Arc Welded(Above 400mm)

M.S.Pipe having beveled ends plate or coil

conforming to IS-3589-2001 or its latest revision/

ammendment for following thickness outside

diameter at GWSSB store or site anywhere in

Gujarat State including all taxes, insurance,

27 transportation, freight charges, octroi, inspection

charges, loading, unloading conveyance to

Departmental stores, stacking etc. all complete.

(Rate forMS Pipe based on the ex. works price of

HR Coil as Rs.54500.00 per MT (Above

mm to 10 mm) & Rs. 55000.00 per MT (Above

10 mm) as on March-21 .( WPI Index of H. R

Coil of February-21 is 132.6)

upto 914mm OD & upto 10mm Thickness of Kg

Plate/Pipe 1,500.00 70.67

Above 914mm OD & Above 10mm Thickness of Kg

ii) Plate/Pipe 500.00 71.17

Gas cutting ( Either square cut or V cut) pipes,

28 plates etc. complete for following thickness plate

Above 10 mm thickness plate Rmt.

5 to 10 mm thickness Rmt.

Welding in all positions with required number of

runs, for M.S. pipes internally and / or externally

including gauzing wherever necessary, fixing

29 appurtenances and other accessories in

connection with pipe laying work as per

specification. Butt joints with convex fillet welds

Above 7 mm thickness plate Rmt.

(b) 4 to 7 mm thickness 25.00 681.00 Rmt.

Providing and fixing M.S.Flanges to M.S. Pipe as

30 per IS specification and as directed by Engineer

(a) Ring flange - M.S.Special Flanged ends

(i) Upto 300mm dia. - 98.00 kg -

(ii) 300 mm dia and above 300.00 98.00 kg

(b) Blank flange - M.S.Special Flanged ends

Upto 300mm dia. - kg

300 mm dia and above kg

Supply , installation , testing & commissioning of No

Bourdan pressure gauge having 150 mm dia with 2.00 1,412.00

necessary syphon & S.S. cock and shall be

32 provided at each pump outlet & pump header as

per specification and data sheet. Range 0-

Providing And Jointing Stoneware Pipes Incl.

Excavation Up to 2 Mt. Refilling, Transporting

Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement, sand,

33 Hemp Bitumen As Directed, Incl. Watering The

Trenches Spreading And Carting away Of

Surplus material as directed by engineer in

100 mm dia Rmt.

150 mm dia Rmt.

230 mm dia - Rmt.

Repairing of damaged MH including removing

damaged brick & repairing by masonry in C.M.

1:5 & plaster in C.M.1:3 & fixing C.I. Steps &

excluding seat & Cover in C.C.1:2:4 rate also

includes removing debris from MH & carting the

same as directed.

Up to 0.15 M ( @ two coarse) No

Up to 0.35 M ( @ two coarse) No

Up to 0.65 M ( @ two coarse) No

Providing, laying, spreading and compacting

graded stone aggregate to wet mix macadam -

specification including premixing the Material

with water at OMC in mechanical mix plant

35 carriage of mixed Material by tipper to site,

laying in uniform layers in subbase / base course

on well prepared surface and compacting with

vibratory roller to achieve the desired density as

per MoRTH clause

Production & Supply of WMM Cmt

Laying of WMM Cmt

Providing and Laying of Rubber Moulded Paver Smt

Block Grey/Coloured 60 mm thick, M-35 Grade 20.00 383.04

of any size shape (Usually Uni-Paver Blocks)

using black trap good quality aggragate of 20 mm

nominal size for footpath, parking areas, service

lanes and other areas as mentioned in the rawing

/ instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing

and laying paver blocks as per required grading

and specification. The paver block shall be

mechanically compacted. The work of paving

36 blocks shall be executed in line and level by skill

mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block

to be necessary. if cutting of paver block

necessary then it should be cut byvmachine only

and carting. The finished surface of the paver

block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

materials shall not be allowed for production.

Laying on 5 cms thick sand bedding.)

Labour work for fixing above interlocking blocks Smt

on up to 50mm th sand 100.00 69.64

bedding,levelling,watering anf fixing. Rate incl.

37 average 30cm depth for excavation and or

filling,carting away debries/excavated material up

to 5 km and cleaning the site etc.comp. as

Supplying wooden taper plug from jungly wood

38 (like limda, ambo ) etc. comp.

15 mm dia to 20mm dia - No

25 mm dia to 37mm dia - No

80 mm dia to 100 mm dia line - No

150 mm dia - No

39 To provide Tractor with Hydraulic Trolley, driver Shift

with fuel, to carryout different works during 2.00 1,473.21

day/night for 12 Hrs. Shift. Work shall be carried

out as per the instructions of Engineer In-Charge.

No extra charged shall be paid for night shift.

40 Providing & Supplying hydra carne Machine of Per

12 ton capacity on rental basis in case of 5.00 4,910.71 8hr

emergency situation and break down type work & shift

also during unavoidable condition as per

instruction of engg.in Charge rate including all

nece. Shifting, fuel and operating charges.(No

payment should be allowed for non-working

condition of machinery)(Based

on central work shop rate ).

41 Cutting and making of groove up to depth of 100 Rmt.

to 125 mm for repairing or cutting in RCC Floor 500.00 250.00

with cutter machine and operator etc. comp. as

directed by Engg. incharge. (Approved Rate in

42 Charges for making holes in RCC walls, slabs or

any other RCC member by core cutting machine

of HILTI or equivalent including disposing the

debris. Measurement will be taken for the depth

of holes in running meter for specified diameter.

For disposal of the debris specification of

relevant items shall be followed.

(c) Holes of 152 mm clear diameter Rmt

43 Excavation for trail pit of maximum diamension No

of 1.5 mt x0.75 x 1.5 mt depth for location of 10.00 250.00

existing line including excavation but excluding

cost asphalt cutting but including refilling,

watering etc. comp as per instruction of Engg in

44 Drilling of Various dia Horizontal borehole for

Watermain pipeline crossing under road in all

strata with required length incl. fixing of various

dia. casing pipe with pushing etc. complete

various size of pipe for various dia. of