Laying of Water Distribution Network, Providing & Laying of Sewerage Network with Demolition & Construction of Road for Laying Network in Danilimda Ward in South Zone of AMC area (Phase-II)

(4) Date of Tender (Technical Bid) Opening : 18/03/2026 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.

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 Danilimda Ward in South

Zone of AMC area (Phase-II)

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 7,54,357/-

Date of Opening of Tender :

Quoted Price in Rs. 7,54,35,674/-

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 :

Tendered Cost for Laying of Water Distribution Network, Providing & Laying of

Sewerage Network with Demolition & Construction of Road for Laying Network in

Danilimda Ward in South Zone of AMC area

Sr. No. Component Amount (Rs.)

LAYING WATER DISTRIBUTION NETWORK IN

1 DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

PROVIDING HOUSE CONNECTION FOR WATER IN

2 DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

Total Cost in Rs (A) .

SEWERAGE NETWORK IN DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

Sr. No. Component Amount (Rs.)

PROVIDING & LAYING SEWERAGE NETWORK IN

1 DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

PROVIDING HOUSE CONNECTION FOR SEWERAGE IN

2 DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

Total Cost in Rs (B).

DEMOLITION AND CONSTRUCTION OF ROAD FOR WATER SUPPLY AND SEWERAGE

NETWORK IN DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC AREA

Sr. No. Component Amount (Rs.)

DISMENTALING AND CONSTRUCTION OF ROAD FOR

WATER SUPPLY AND SEWERAGE NETWORK IN

DANILIMADA WARD (PHASE-II) IN SOUTH ZONE OF AMC

Total Cost in Rs. (C )

Total Cost in Rs. (A+B+C).

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

SCHEDULE OF QUANTITIES FOR

PROVIDING & LAYING WATER DISTRIBUTION NETWORK IN DANILIMDA WARD OF

Item Description Qty. Rate in Rs. 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 171.00 89.00 Cum

1.5 to 3.0 m depth 50.00 98.00 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 1000.00 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, 103.00 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 541.00 4364.45 m3

and encasing including formwork but excluding the cost of

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

block & Encasing)

08 Providing and laying cement concrete 1:2:4 (1 cement : 2 6.00 3697.91 m3

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

and curing etc. complete excluding cost of form work.

Item Description Qty. Rate in Rs. Unit Amount

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 27.00 5380.00 No.

b) for 1 m. extra depth 9.00 3276.00 Rmt.

a).0.9 x 0.9 mt. and 1.0 mt. deep chamber 10.00 7738.00 No.

b) for 1 m. extra depth 5.00 4479.00 Rmt.

10 Providing F.R.C. MH seat cover incl. carting to the work site

etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) machinehole Covers & 37.00 1388.75 No.

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

11 Demolition and disposal of unserviceable materials with all

i) Unreinforcement Cement Concrete 200.00 609.26 m3

12 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all lead

i) Brick Work (Cement Mortar) 100.00 550.40 m3

13 Providing TMT Bar Fe-500/500D reinforcement bars for R. 2.00 77504.00 MT

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

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)

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 :

SCHEDULE OF QUANTITIES AND RATES FOR

HOUSE CONNECTION FOR WATER DISTRIBUTION NETWORK IN DANILIMDA WARD

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.

3 Providing and fixing brass ferrule of approved make of

following sizes inclusive of all taxes, insurance,

transportation etc. complete.

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 Danilimada Ward (Phase-II) in South Zone of AMC area

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

2 Providing bedding incl. ramming, watering, levelling, 2120.00 329.00 m3

consolidating etc. as per standard and instruction of engineer in

charge . As above with required quality Sand brought from

Outside including all lead

3 Extra rate over item of excavation of earth if excavation is to be 1500.00 18.04 3

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-

30 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 1.5 m. depth)

(i) 0.5 dia x 0.90m Depth 126.00 3995.00 No

(i) 0.6 dia x 1.00m Depth 126.00 5670.00 No

10 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 49.00 23350.00 No

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

(i) 1.2 dia x 2.0m Depth 33.00 41832.00 No

(i) 1.2 dia x 3.0m Depth 9.00 48406.00 No

(ii) 1.2 dia - 3.01 to 3.99 m Depth 4.00 9052.00 Rmt.

(i) 1.2 dia x 4.0m Depth 15.00 58023.00 No

(ii) 1.2 dia - 4.01 to 4.99 m Depth 1.00 9067.00 Rmt.

Item Description Qty. Rate Unit Amount

11 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 35 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

l) the pipeline trenches incl. ramming, watering, 12475.00 22.00 m

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

13 Demoliton and disposal of unserviceable materials with all lead

i) Unreinforced cement concrete 300.00 609.26 m3

14 Demolition of following including stacking of serviceable

material and disposal of unserviceable materials with all lead and

i) Brick Work (Cement Mortar) 100.00 550.40 m3

15 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 R 5040.00 1246.92 Each

16 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)

17 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.

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

with fittings and clamps including stacking the materials with all

lead and lift (for any dia. of pipe)

Item Description Qty. Rate Unit Amount

19 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 150.00 1352.68 No.

(ii) 400 m to 600 mm dia. pipe 25.00 2254.46 No.

(iii) 700 m to 900 mm dia. pipe 25.00 3156.25 No.

(iv) 1000 m to 1200 mm dia. pipe 15.00 4058.04 No.

20 Dewatering by pumping set of required capacity including 27295.00 18.32 HP/H

temporary platform carting pumping at site and fixing the same r.

in position including all accessories, and fuel and labour etc.

21 Providing and operation dewatering Pump including fuel charges 500.00 541.07 Shift

& 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 Danilimada Ward (PHASE-II) in South Zone of AMC Area

Item Description Qty. Rate in Rs. 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

2 Providing bedding incl. ramming, watering, levelling, 3180.00 329.00 m3

consolidating etc. as per standard and instruction of engineer in

charge . 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.

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, 7295.00 22.00 3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

6 Construction of 400 dia Pre cast RCC house connection chamber 355.00 2780.00 No.

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.

7 Construction of 500 dia Pre cast RCC house connection chamber 355.00 3995.00 No.

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.

Item Description Qty. Rate in Rs. Unit Amount

8 Construction of 600 dia Pre cast RCC house connection chamber 305.00 4220.00 No.

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.

9 Providing and laying ordinary cement concrete 1:2:4 (1 cement : 1104.00 3697.91 m3

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 Danilimada Ward (Phase-

II) 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. corresp. to 323.00 4906.00 Cu.m.

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 12 mm

including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete (excluding

cost of reinforcement) with centering and shuttering/deshuttering etc.

RCC road 636.00 8077.00 Cu.m.

3 Demolition of following including stacking of serviceable material

and disposal of unserviceable materials with all lead and lift

i) RCC Work 958.00 1057.85 Cu.m.

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 directed.

a) Upto 0.2 meter thickness (By Manual) 601.00 72.14 Smt.

5 Dismentaling of the existing structure including removing and 200.00 294.11 m3

stacking the dismentelled materials as and where directed (a)Rubble

stone masonry in cement mortar.

6 Dismentaling tiled of stone floors laid in mortar including stacking of 8896.00 47.72 Smt.

serviceable materials and disposal of unserviceable material with all

7 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 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

(i) Production & Supply of WMM 153.00 1510.49 Cu.m.

(ii) Laying of WMM 153.00 31.56 Cu.m.

8 Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand 890.00 2517.44 Cu.m.

: 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

9 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 8896.00 501.60 Smt

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.

10 Providing & laying Trimix with dewatering machine and floater 3177.00 54.00 Smt

machine on constructed RCC work incl. cost of machine and labour

etc compact directed.

11 Making 15 mm groove in RCC work on road and filling it with 808.00 30.00 Rmt.

polysulfide selant and finished it good incl. all labour charges etc

comp as directed.

12 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. 16.00 77504.00 MT

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 :