Laying of Water Distribution Network, Providing & Laying of Sewerage Network with Demolition & Construction of Road for Laying Network in Baherampura Ward in South Zone of AMC area. ( Re-inviting 3rd time )

(4) Date of Tender (Technical Bid) Opening : 16/04/2026 Upto 17.00 hours

Municipal Commissioner Multi Media Consultants Pvt. Ltd.

Ahmedabad Municipal Corporation 401, Shivalik Shilp,

Sardar Patel Bhavan Iskcon Cross Roads, S. G. Highway,

Ahmedabad – 380 001 Ahmedabad - 380

Gujarat (INDIA) Phone : (079)- 40399079 /

e-mail : [email protected],

website : mmcpl.co.in

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

A. General Instruction for the BOQ

1. The Bill of Quantities shall be reading conjunction with the Instruction to Bidders,

Conditions of Contract, Technical Specifications.

2. The bidder is advised to visit and examine the Site of Works and its surroundings and

obtain for itself on its own responsibility all information that may be necessary for

preparing the bid and entering into a contract for construction of the Works. The costs

of visiting the Site shall be at the bidders own expense. No claim in future for

unknown with the site by the bidder shall be granted in any case.

3. The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices bid in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix

within the terms of the Contract. Contractor shall not raise any claim for too less

or too more quantities executed by him. Quantity may vary with respect to BOQ

as well as place of work also may change cited in the tender.

4. The rates and prices Bid in the priced Bill of Quantities, except in so far as it is

otherwise, provided under the Contract, include all constructional plant, labour,

supervisions, materials, all temporary works and false works, erection, maintenance,

establishment and overhead charges, profit, any taxation and levies, octroi and other

charges together with all general risks, liabilities and obligations set out or implied in

the Contract and including remedy of any defects during the Defects Liability Period.

5. The stipulated rates in BOQ are entirely in India Rupee Currency.

6. Rates shall be entered both in figures and words against total amount of Bill of

6. Rates shall be entered both in figures and words against total amount of Bill of

Quantities. However, Items (for which rate has been provided) against which no

quantity is entered will be paid for by the Employer on actual measurement onsite

7. The whole cost of complying with the provisions of the Contract shall be deemed to

have been included in the items provided in the priced Bill of Quantities.

8. General directions and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. Reference to the relevant sections of the

contract documentation shall be made before quoting the bid against each item in the

Bill of Quantities.

9. The method of measurement of completed work for payment shall be in accordance

with the requirement as stated in the individual sections of the Technical

Specifications.

10. Contractor shall credit the material dismantled during the work in progress in AMC

store suggested by Engineer in charge of the work.

11. AMC reserves the right to decrease the scope of work or to incase of any condition.

AMC may start it after approval of competent authority.

12. Contractor shall provide smartphone to site supervisiors to carry out work smoothly.

Detailed technical specification for all the Items above shall be relevant to PWD manual

general material specification there in during the construction period of the contract.

Contractor should adhere to the specifications and same shall be considered as the tender

Incase of any discrepancy the decision of engineer in-charge shall be considered as final.

In case of any dispute the decision of City Engineer shall be considered as final.

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation

Laying of Water Distribution Network, Providing & Laying of Sewerage Network with

Demolition & Construction of Road for Laying Network in Baherampura Ward in

South Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 9,38,062/-

Date of Opening of Tender :

Quoted Price in Rs. 9,38,06,259/-

I / We am / are willing to carry out work at % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. (in figures)

Rupees (in words)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

WATER DISTRIBUTION NETWORK IN BAHERAMPURA WARD IN SOUTH

ZONE OF AMC AREA

Component Amount (Rs.)

1 LAYING WATER DISTRIBUTION NETWORK IN BAHERAMPURA

WARD IN SOUTH ZONE OF AMC AREA

PROVIDING HOUSE CONNECTION FOR WATER IN BAHERAMPURA

WARD IN SOUTH ZONE OF AMC AREA

SEWERAGE NETWORK IN BAHERAMPURA WARD IN SOUTH ZONE OF

Component Amount (Rs.)

PROVIDING & LAYING SEWERAGE NETWORK IN BAHERAMPURA

WARD IN SOUTH ZONE OF AMC AREA

PROVIDING HOUSE CONNECTION FOR SEWERAGE IN

BAHERAMPURA WARD IN SOUTH ZONE OF AMC AREA

DEMOLITION AND CONSTRUCTION OF ROAD FOR WATER SUPPLY AND

SEWERAGE NETWORK IN BAHERAMPURA WARD IN SOUTH ZONE OF

DISMENTALING AND CONSTRUCTION OF ROAD FOR WATER SUPPLY

1 AND SEWERAGE NETWORK IN BAHERAMPURA WARD IN SOUTH

ZONE OF AMC AREA

Total Cost in Rs.

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates For

Transportation from AMC Store and Laying Water Distribution Network in Baherampura

Ward of AMC area

Item Qty. Rate Unit Amount

01 Excavation for valve chamber etc. for 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 cleaning the

site etc. complete for all lifts and strata as specified. In all

sort of soils and soft murrum

0 to 1.5 m depth 735.00 89.00 Cum

02 Transporting from A.M.C. store and laying spigot & socket -

C.I./D.I. pipe line including jointing material with tyton joint.

Rate include excavation as per requirement in any soil,

refilling after laying pipe line, watering and temptation &

carting surplus earth up to any lead & clearing the site. All

joint shall be made water tight and leak free etc. comp.

03 Shoring or timbering for trench with 50 mm thick planks and 2000.00 71.00 m2

suitable size truts etc. complete.

04 D.I. Specials -

D.I. Specials - Manufacture, Supply, Delivery of -

Ductile Iron flanged 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 of specials to site of works any where

in Gujarat including fixing, all taxes, loading, unloading,

carting, stacking,insurance, inspection charges, octroi etc.

05 Labour charges for collecting sluice valves /Scour Valve -

including loading, transporting From AMC's store lowering in

location to required with excavation refilling alignment by

crane/tripod and chain block including cost of total nos.of

nut, bolts, Necessary gaskets and excluding fixing Tail Piece

with lead & jute etc. completed as directed by engineer in

06 Refilling the pipeline trenches incl. ramming, watering, 440.00 22.00 Cum

consolidating desposal of surplus stuff as directed within a

radius of 3 km. (Chamber)

07 Providing and laying cement concrete M20 for thrust block 345.00 4364.45 m3

and encasing including formwork but excluding the cost of

reinforcement with curing etc. complete, as directed. (Thrust

block & Encasing)

Item Qty. Rate Unit Amount

08 Providing and laying cement concrete 1:2:4 (1 cement : 2 15.00 3697.91 m3

coarse Sand : 4 Graded stone aggregate 20 mm nominal size)

and curing etc. complete excluding cost of form work.

09 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 100 mm 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

(1) For Sluice Valve & Scour Valve -

a).0.6 x 0.6 mt. and 1.0 mt. deep chamber 73.00 5380.00 No.

b) for 1 m. extra depth 24.00 3276.00 Rmt.

a).0.9 x 0.9 mt. and 1.0 mt. deep chamber 64.00 7738.00 No.

b) for 1 m. extra depth 28.00 4479.00 Rmt.

10 Providing F.R.C. MH seat cover incl. carting to the work site 137.00 1388.75 No.

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

machinehole Covers & Frames Cover: 728mmø & 100 mm

thick circular cover, 35.00MT load design,100 x 2mm MS

flat all round,16mm øplain 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. FRCE.H.D.-35

machinehole cover & frame described as above.

11 Demolition and disposal of unserviceable materials with all -

i) Unreinforcement Cement Concrete 300.00 609.26 m3

12 Demolition of following including stacking of serviceable -

material and disposal of unserviceable materials with all lead

i) Brick Work (Cement Mortar) 50.00 550.40 m3

13 Providing TMT Bar Fe-500/500D reinforcement bars for R. 3.00 77504.00

C. C. work including bending, binding and placing in position MT

complete upto floor two level.

14 Removing of existing pipeline incl. removal of specials, -

valves jointing material including carting and stacking of

removed materials from site of work to the department store

as directed excl. excavtion and refilling.(DI/CI Pipe)

Item Qty. Rate Unit Amount

15 Removing of existing pipeline incl. removal of specials, -

valves jointing material including carting and stacking of

removed materials from site of work to the department store

as directed excl. excavtion and refilling.(A.C. Pressure Pipe)

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Tendered Cost For

House Connection for Water Distribution Network in Baherampura Ward of AMC area

Item Description Qty. Rate in Rs. Unit Amount

1 Making holes on existing C.I./ D.I./MS water pipe line

including necessary GI fittings item also includes necessary

excavation, dewatering and refilling as per instruction engg.

In charge etc. comp.

2 Providing, supplying, lowering, laying, jointing of MDPE

(Up to 3.0 m length) pipe conforming to ISO - 4427 including

compression fitting conforming to ISO/DIS 14236 such as

Strap Saddle, female adopter, elbow, bend, reducer, Tee

required for house service connection inclusive of all taxes,

insurance, transportation, freight charge, inspection charges,

hydro testing etc. complete. The item also includes

dismantling of asphalt / metal road, excavation, refilling,

watering, ramming, cosolidating and restoration of road etc.

(iii) 32 mm dia 68.00 2160.91 No.

3 Providing and fixing brass ferrule of approved make of

following sizes inclusive of all taxes, insurance,

transportation etc. complete.

Item Description Qty. Rate in Rs. Unit Amount

4 Providing, supplying and fixing U PVC ball Valves with

compression end on one side to connect PE Pipes and female

threading on the other side for connecting BSP threaded

fittings or pipes. The product shall confirm to ISO 4422-4

Standards. The rate shall be inclusive of all taxes, insurance,

transportation etc. complete.

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Providing & Laying Sewerage Network in Chawl of Baherampura Ward in South Zone of AMC

Item Description Qty. Rate Unit Amount

1 Excavation for pipe line trenches etc. for 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 cleaning the

site etc. complete for all lifts and strata as specified. In all

sort of soils and soft murrum

2 Providing bedding incl. ramming, watering, levelling, 4780.00 329.00 m3

consolidating etc. as per standard and instruction of engineer

incharge. As above with required quality Sandbrought from

Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to 2370.00 18.04 m3

be done in wet condition without resorting to pumping out

incl. of bailing out of water.

4 Shoring or timbering for trench with 50 mm thick planks and 1500.00 71.00 Sq.m

suitable size truts etc. complete.

5 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offline

coupler and elastomeric sealing ring) with non-smooth

External Annular Corrugated and Smooth Internal Surfaces

(Double Wall) for non-pressure underground Sewerage &

Drainage application as per EN:13476-3 (manufacture with

Anti-roadent Chemical) including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading,conveyance to the departmental stores

etc. complete. (ID Dia)

6 Lowering, laying and jointing of class SN 8 structured wall

(External Annular Corrugated & Smooth Internal surface)

Polyethylene Piping and fittings with the help of coupler (

on line / off line ) attached with one end of pipes, sliding

over the elastomeric sealing rubber ring placed on the

specified valley of the corrugation at the spigot end,

lowering the same into the trench, laying on the lower

bedding (constructed at bottom of trenches) at prescribed

gradient, depth & alignment, testing the water tightness of

the joints, ensuring the continuity tests of specified pipe

segments etc. complete as per drawing, specifications &

detailed engineering, including carriage of pipes & fittings

from site stacks to the place of laying etc. as per direction of

Engineer-in-charge.

Item Description Qty. Rate Unit Amount

7 Manufacturing, testing, supplying, loading, transporting to

worksite, unloading. RCC pipe in SRC Cement of following

class with Socket and spigot joints as per IS 458 -2021

including EPDM Rubber ring as per IS 5382-1985 etc.

comp. As Directed by Engineering in charge.

8 Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

R.C.C. PIPES (At any Depth)

9 Providing & Constructing Precast RCC Machinehole in

RCC M-40 grade Controlled concrete as per drawing, in

OPC including excavation, 80 mm thick P.C.C. in M-15,

Reinforcement in TMT-500, PVC Foot steps, Providing &

fixing FRC Manhole frame & cover including inside epoxy

paint complete etc.

For 200 & 250 dia. Pipe (upto 3 m. depth)

(i) 0.9 dia x 2.0m Depth 44.00 23350.00 No

For 300 & 450 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 65.00 41832.00 No

(i) 1.2 dia x 3.0m Depth 19.00 48406.00 No

10 Constructing Slab type M.H. Chamber of the following size

including excavation, refilling, brick bats cement concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (only for shaft) in cm 1:3. Finishing with

cement slurry P/F 4mm dia MS Steel HDPE coated steps

cm C/C at 1:1.5:3 of thickness 15 C.M., including cantering

& reinforcement (single jali at 15 C.M. C/C bothway 10 mm

dia) But excluding the cost of manhole seat cover etc.

completed of size 0.75 * 1.00 meter (inside clear M.H.

length should be parallel to the flow)

Up to 2.00 meter depth (slab at ground level) 25.00 5708.30 No

2.00 to 3.00 meter depth (slab at below 0.6 mt. from ground 5.00 11509.49 No

11 Refilling the pipeline trenches incl. ramming, watering, 18164.00 22.00 m3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

12 Demoliton and disposal of unserviceable materials with all

i) Unreinforced cement concrete 300.00 609.26 m3

Item Description Qty. Rate Unit Amount

13 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all

i) Brick Work (Cement Mortar) 100.00 550.40 m3

14 Providing and fixing S.W. gully trap with C.I. grating brick

masonry chamber and water tight CI 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 or 3370.00 1246.92 Each

15 Removing of existing pipeline incl. removal of specials,

valves jointing material including carting and stacking of

removed materials from site of work to the department store

as directed excl. excavtion and refilling.(PVC Pipe)

16 Removing of existing pipeline incl. removal of specials,

valves jointing material including carting and stacking of

removed material from site of work to the department store

as directed excl. excavation and refilling.

17 Dismentling C.I. pipes, G.S.W. pipes and A.C. rainwater 1000.00 74.77 Rmt.

pipes with fittings and clamps including stacking the

materials with all lead and lift (for any dia. of pipe)

18 Making connection to the ex. M.H. in running sewer incl.

Dewatering and other required machinery etc. of following

dia pipe at any convenient time. All damaged work shall be

well repaired as per instructions etc. complete.

(i) 150 mm to 300 mm dia. pipe 100.00 1352.68 No.

19 Dewatering by pumping set of required capacity including 27295.00 18.32 HP/Hr.

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

20 Providing and operation dewatering Pump including fuel 500.00 541.07 Shift

charges & operator Charges etc. as directed etc. comp.

(Shift for Eight Hour) (For Each Pump Set, No payment

should be allowed for non working condition of machinery )

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Providing Sewerage House Connection in chawl of Baherampura ward in South zone of

100 mm dia DWC Pipe

Item Description Qty. Rate Unit Amount

1 Excavation for pipe line trenches etc. for 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 cleaning the

site etc. complete for all lifts and strata as specified. In all

sort of soils and soft murrum

2 Providing bedding incl. ramming, watering,levelling, 2122.00 329.00 3

consolidating etc. as per standard and instruction of

engineer incharge . As above with required quality Sand

brought from Outside including all lead

3 Providing and supplying of Class SN8 Structured Wall

polyethelene Piping systems (Pipe with online/offline

coupler and elastomeric sealing ring) with non-smooth

External Annular Corrugated and Smooth Internal Surfaces

(Double Wall) for non-pressure underground Sewerage &

Drainage application as per EN:13476-3 including all local

and central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading,conveyance to the

departmental stores etc. complete. (ID Dia)

4 Lowering, laying and jointing of class SN 8 structured wall

( External Annular Corrugated & Smooth Internal surface)

Polyethylene Piping and fittings with the help of coupler (

on line / off line ) attached with one end of pipes, sliding

over the elastomeric sealing rubber ring placed on the

specified valley of the corrugation at the spigot end,

lowering the same into the trench, laying on the lower

bedding (constructed at bottom of trenches) at prescribed

gradient, depth & alignment, testing the water tightness of

the joints, ensuring the continuity tests of specified pipe

segments etc. complete as per drawing, specifications &

detailed engineering, including carriage of pipes & fittings

from site stacks to the place of laying etc. as per direction of

Engineer-in-charge.

5 Refilling the pipeline trenches incl. ramming, watering, 4875.00 22.00 m3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

6 Construction of 600 dia Pre cast RCC house connection 674.00 5939.00 No.

chamber in RCC M-30 grade concrete including excavation,

PCC in M-15 grade concrete with TMT Fe-500 grade steel

which includes transportation to site, loading, unloading &

installation at site with Pre cast Top Slab with lifting hook

arrangement etc. complete

Item Description Qty. Rate Unit Amount

7 Providing and laying ordinary cement concrete 1:2:4 (1 324.00 3697.91 3

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and curing etc. complete (without form work)

For Foundation and in plinth below flooring. (For house

connection chamber)

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates

Demolition and Construction of Road for Water Supply and Sewerage Network in Chawl of

Baherampura Ward in South Zone of AMC area

Item Description Qty. Rate in Rs. Unit Amount

1 Providing and casting in situ C.C. in grade M-15 (approx. 132.00 4906.00 Cu.m.

corresp. to prop. 1:2:4) (proportions as 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 work, needle

vibrated consolidation, curing comp. (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than

water retaining. (with form work)

2 Providing and cast in situ C.C. in grade M-25 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. camp.

RCC road 264.00 8077.00 Cu.m.

3 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all lead

i) RCC Work 395.00 1057.85 m3

4 Extra rate over item of excavation of earth for excavation of

asphalt pavement/RCC of thickness upto 0.2 mt. including

demolishing the asphalt carpet, metal, solling/cutting

reinforcement etc. complete with stacking the material as

a) Upto 0.2 meter thickness (By Manual) 1317.00 72.14 Smt.

5 Dismentaling tiled of stone floors laid in mortar including 23627.00 47.72 Smt.

stacking of serviceable materials and disposal of unserviceable

material with all lead and lift

6 Providing, laying, spreading and compacting graded stone 330.00 1542.05 m3

aggregate to wet mix macadam specification including

premixing the Material with water at OMC in mechanical mix

plant 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

7 Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse 2363.00 2517.44 m3

sand : 10 hand broken stone aggregates 40 mm nominal size)

and curing complete excluding cost of form work

Item Description Qty. Rate in Rs. Unit Amount

8 Providing and Laying of Rubber Moulded Paver Block 23627.00 501.60 Smt

Grey/Coloured 60 mm thick, M-35 Grade 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 drawing /

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 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 by machine 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.

9 Providing & laying Trimix with dewatering machine and floater 1317.00 54.00 Smt

machine on constructed RCC work incl. cost of machine and

labour etc compact directed.

10 Making 15 mm groove in RCC work on road and filling it with 333.00 30.00 Rmt.

polysulfide selant and finished it good incl. all labour charges

etc comp as directed.

11 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. 7.00 77504.00 MT

C. work including bending, binding and placing in position

complete upto floor two level.

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :