Laying of Water Distribution Network, Providing and Laying of Sewerage Network with Demolition & Construction of Road for Laying Network in Millatnagar area in Maninagar Ward in South Zone of AMC area

(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.

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 Millatnagar area in

Maninagar Ward in South Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 7,11,971/-

Date of Opening of Tender :

Quoted Price in Rs. 7,11,97,098/-

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 :

LAYING OF WATER DISTRIBUTION NETWORK, PROVIDING & LAYING OF

SEWERAGE NETWORK WITH DEMOLITION & CONSTRUCTION OF ROAD

FOR LAYING NETWORK IN MILLATNAGAR AREA IN MANINAGAR WARD

IN SOUTH ZONE OF AMC AREA.

WATER DISTRIBUTION NETWORK IN MANINAGAR WARD IN SOUTH ZONE OF AMC

Sr. Amount (Rs.)

1 LAYING WATER DISTRIBUTION NETWORK IN MANINAGAR WARD OF

2 HOUSE CONNECTION FOR WATER DISTRIBUTION NETWORK IN

MANINAGAR WARD OF AMC AREA

Cost in Rs (A) (Without GST).

SEWERAGE NETWORK IN MANINAGAR WARD IN SOUTH ZONE OF AMC AREA.

Sr. Amount (Rs.)

1 PROVIDING & LAYING SEWERAGE NETWORK IN CHAWL OF

MANINAGAR WARD (MILLATNAGAR) IN SOUTH ZONE OF AMC AREA

2 PROVIDING SEWERAGE HOUSE CONNECTION IN CHAWL OF

MANINAGAR WARD (MILLATNAGAR) IN SOUTH ZONE OF AMC AREA

Cost in Rs (B) (Without GST).

DEMOLITION AND CONSTRUCTION OF ROAD FOR WATER SUPPLY AND SEWERAGE

NETWORK IN MANINAGAR WARD IN SOUTH ZONE OF AMC AREA.

DEMOLITION AND CONSTRUCTION OF ROAD FOR WATER SUPPLY

1 AND SEWERAGE NETWORK IN CHAWL OF MANINAGAR WARD IN

SOUTH ZONE OF AMC AREA

Cost in Rs (C) (Without GST).

Total Cost of Tender in Rs.(Without GST) (A+B+C)

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Schedule of Quantities and Rates For

Laying Water Distribution Network in Maninagar Ward of AMC area

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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 100.00 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. complete.

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, 45.00 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 310.00 4364.45 Cum

and encasing including formwork but excluding the cost of

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

block & Encasing)

Item Description Qty. Rate in Rs. Unit Amount in Rs.

08 Providing and laying cement concrete 1:2:4 (1 cement : 2 2.00 3697.91 Cum

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 16.00 5380.00 No.

b) for 1 m. extra depth 6.00 3276.00 Rmt.

a).0.9 x 0.9 mt. and 1.0 mt. deep chamber 2.00 7738.00 No.

b) for 1 m. extra depth 1.00 4479.00 Rmt.

a).1.3 x 1.3 mt. and 1.0 mt. deep chamber 2.00 11351.00 No.

b) for 1 m. extra depth 2.00 6084.00 Rmt.

10 Providing F.R.C. MH seat cover incl. carting to the work site 20.00 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 100.00 609.26 Cum

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 Cum

13 Providing TMT Bar Fe-500/500D reinforcement bars for R. 1.00 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)

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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)

16 Labour charges for repairing of lekage CI/DI pipe line for

following dia different places including necessary excavation

manually or by machinery removing mud dewatering

cleaning of pipe and leakafe portion and repairing by

inserting lead wool jute tools required for inserting lead wool

hiring charges of excavators Hydra/crane j.c.b dewatering set

fuel operator cost of lead wool etc complete(including all

material but excluding cost of pipe)

17 Labour charges for repiaing of Sluice valve / Reflux valve

inlcuding materials, labours and testing etc. Complete. (i)

Replacing of S.S. Spindle only

18 Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following nominal

bore, tube fitting and clamps including making good the wall

ceiling and floor.

50 mm dia (I.code no. 23001FA) 2.00 787.40 Rmt.

40 mm dia (I.code no. 23001EA) 2.00 602.70 Rmt.

25 mm dia (I.code no.23001CA) 2.00 282.18 Rmt.

20 mm dia (I.code no. 23001BA) 2.00 192.88 Rmt.

15 mm dia (I.code 23001AA) 2.00 164.38 Rmt.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

19 Providing, laying and jointing in true line and level U.P.V.C

pipe (SCH - 40) of following dia. including fittings of

standard make as approved by Engineer - in - charge. Pipe

shall be fixed on the wall with the help of clamp at every

shall be concealed as directed including necessary Tee ,bend,

any joint & any fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including

cost of all materials

15 mm (I.code no. 23061) 2.00 72.65 Rmt.

25 mm (I.code no. 23062) 2.00 91.84 Rmt.

32 mm (I.code no.23063) 2.00 119.15 Rmt.

20 Providing and Making hole for House connection on C.I./D.I.

or M.S. with labour cost. Instruction of engg. In charge

2.0" dia on CI/DI Pipe up to300mm dia. 3.00 2705.36 No.

21 Removing & relaying of existing CI/DI pipe line & Specials,

Cleaning of pipe & Specials from Inside, including

excavation, refilling etc. comp. in line & level with any type

of joints as per instruction of engg. in charge

22 Only Removing & recover of existing CI/DI pipeline

&Specials,removing any type of joint , carting it to the Muni.

Stores as & where directed as per instruction of

Engg.Incharge with excavation & refilling.

80mmdia 3.00 64.03 Rmt.

100mmdia 3.00 64.93 Rmt.

150mm dia. 3.00 78.46 Rmt.

200mm dia. 3.00 94.69 Rmt.

250mmdia. 3.00 114.53 Rmt.

300mmdia. 3.00 137.97 Rmt.

23 Labours charges for collecting specials from Municipals 500.00 21.64 Kg.

store loading , transportation, unloading to the site, laying

and fixing CI specials inclusive of all jointing materials like

lead, spun etc.and labour, exacavation re-filling and nece.

dewatering as per instrucation of engg. incharg

Item Description Qty. Rate in Rs. Unit Amount in Rs.

24 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.

25 Supplying, labour for excavation of all types of soil at any

depth including excavation of asphalt pavement of any

thickness, demolition of brick work in CM of any proportion

including stacking of serviceable materials and disposal of

unserviceable material etc. comp. as directed.

Mazdoor at day /night (As per min.wages circular of GOG) 3.00 452.00 No.

Makadam/ supervision/Fitter at day / Night 3.00 640.00 No.

26 Excavation for trail pit of maximum diamension of 1.5 mt 50.00 225.45 No

x0.75 x 1.5 mt depth for location of existing line including

excavation but excluding cost asphalt cutting but including

refilling, watering etc. comp as per instruction of Engg in

27 Labour charges for doing washout of water pipe line at end 50.00 676.34 No

including necessary excavation of pit, allowing the water to

flow for 15 minutes twice or thrice as per site condition

during supply hour, dewatering the pit and plugging with

existing wooden butch and refilling the pit .etc. comp .as per

28 Supplying wooden taper butches from jungle wood (Like

limda, ambo) Etc. comp.

15 Mm dia. to 20 MM dia. 50.00 13.53 No

25 Mm dia. to 37 MM dia. 50.00 18.04 No

80 mm dia to 100 mm dia line 50.00 315.63 No

29 Hiring of Tractor with trolley considering 8 Hrs. As working 20.00 2104.09 Day

Day hours inclu. Driver

30 Supplying Pneumati Breaker Machine for RCC Slab or 60.00 541.07 Hr.

Asphalt Demolishing Work on site by using Operator ,fuel

power Supply etc. Complete as Directed. (No payment

should be allowed forn on working condition of machinery

and for pipeline excavation and M.H.work. Allowed only for

break down work)

Item Description Qty. Rate in Rs. Unit Amount in Rs.

31 Labour Charges for removing and recover of ex. C.I. Sluice

valve with tail pieces and carting it up to Muni.Store or site

as per instruction of Engg. In charge item include. necessary

Excavation, removing or making joints, refilling etc.comp. as

directed by Engg in charge.

(A)80mmdia 5.00 550.09 No

(B)100mmdia 5.00 748.48 No

32 Barricading the entire break down or excavated area on 350.00 81.16 Rmt

rental basis using wooden ballies / M.S.angles at max.

meter centre to centre, C.G.I. Sheet, reflective paint / Board

out side to avoid accident & for smooth traffic diversion &

movement including cautionary board etc. Item also includes

for making temporary sufficient nos of lighting arrangement

through out the work with necessary required arrangement.

..The same shall be removed after completion of work. (Only

for break down work from start to complete)

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 Maninagar Ward of AMC area

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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.

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. complete.

(iii) 32 mm dia 32.00 2160.91 No.

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.

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 Maninagar Ward (Millatnagar) in South Zone of AMC

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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, 3225.00 329.00 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 2170.00 18.04 m3

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 in Rs. Unit Amount in Rs.

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 202.00 3995.00 No

(ii) 0.6 dia x 1.00m Depth 202.00 5670.00 No

(iii) 0.6 dia - 1.01 to 1.50 m Depth 24.00 1850.00 Rmt.

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 46.00 23350.00 No

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

(i) 1.2 dia x 2.0m Depth 61.00 41832.00 No

(i) 1.2 dia x 3.0m Depth 29.00 48406.00 No

(i) 1.2 dia x 4.0m Depth 6.00 58023.00 No

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

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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

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

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 level) 5.00 11509.49 No

12 Refilling the pipeline trenches incl. ramming, watering, 17774.00 22.00 3

consolidating desposal of surplus stuff as directed within a

radius of 3 km.

13 Demoliton and disposal of unserviceable materials with all lead and

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) 200.00 550.40 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 5686.00 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)

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 200.00 1352.68 No.

(ii) 400 m to 600 mm dia. pipe 100.00 2254.46 No.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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 in r.

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 )

22 Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),

finished 15 mm thick cement plaster inside in CM 1:3, finishing

with cement slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc..completed

(a) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 50.00 2284.22 No

meter for pipe dia <=150 mm.

(b) 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 30.00 2902.85 No

meter for pipe dia <=230 mm

(c) 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 30.00 3944.41 No

meter for pipe dia <=230 mm

23 Temporary / Permanent Plugging for blocking of sewer line,

branch connections and diversion of flows and removal of all

plugs by any means etc. comp. as directed by Engineer In

Charge of the work.

24 Providing Dummy or Plug the Running Sewer by using M.S. Plate

, safety measures,Labour,mud pump,D.G. set & Transportation of

the same machinary also inclues removing of dummy when

required and placed labour & Supervisor remain present till the

work comp.etc. as directed.

600 mm dia To 1200 mm dia 10.00 60000.00 No

25 Providing Kachha of Pakka Dummy in the following dia pipes

and removing the same after completion of the connection

work as directed.

(b) 350 mm to 600 mm dia 10.00 305.71 No

(c) 650 mm to 900 mm dia 5.00 649.29 No

26 Supplying, labour for break down repairing work for activities

like excavation, disliting, removing debris from trench back filling

etc. comp. as directed by Eng.in charge.

(a) Mazdoor at day /Night 500.00 452.00 No

(b) Makadam/ supervision at day / Night 200.00 462.00 No

27 Providing Dead Cantering using good quality Country Wood 50.00 315.63 Smt.

Planks, wall Plate of required thickness and size including placing

the nece. supports of reqd. size, nailing, fixing with mortar,

levelling. All specification for dead centring as per standard engg.

practice etc. comp. as directed.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

28 Barricading the entire break down or excavated area on rental 100.00 81.16 Rmt.

basis using wooden ballies / M.S.angles at max.2.00 meter centre

to centre, C.G.I. Sheet, reflective paint / Board out side to avoid

accident & for smooth traffic diversion & movement including

cautionary board etc. Item also includes for making temporary

sufficient nos of lighting arrangement through out the work with

necessary required arrangement. The same shall be removed after

completion of work. (Only for break down work from start to

29 Hiring and operating the 20 KV 3 Phase Electric Generator for 30.00 2525.00 Shift

operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do As

Directed. 8 Hrs Shift. (No payment should be allowed for non

working condition of machinery) (Based on Previously

approved rate by CE sir )

30 Providing & Supplying JCB Machine on rental basis in case of 50.00 541.07 Hour

emergency situation and break down type work & also during

unavoidable condition as per instruction of engg.incharge , rate

includes all nece. shifting, fuel and operating charges and stacking

of useful & non-useful materials separately up to store. (No

payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work)

(Based on Previously approved rate by CE sir )

31 Providing & Supplying Hitachi Machine -110 capacity on rental 50.00 1803.57 Hour

basis in case of emergency situation and break down type work &

also during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel andoperating

charges . (No payment should be allowed for non working

condition of machinery) (Based on Previously approved rate

32 Supplying Electric breaker machine for RCC slab or asphalt 15.00 1082.14 Shift

demolishing work on site by using operator, fuel, power supply

etc.complete as directed. (No payment should be allowed for

non working condition of machinery and for pipe line

excavation and M.H. work. Allowed only for break down

work) (Based on Previously approved rate by CE sir )

33 Supplying Pneumatic Breaker Machine for RCC Slab or 15.00 541.07 Hr

Asphalt Demolishing Work on site by using Operator, fuel, power

Supply etc. Complete as Directed. (No payment should be

allowed for non working condition of machinery and for pipe

line excavation and M.H. work. Allowed only for break down

work) Based on Previously approved rate by CE sir )

34 Hiring of tractor with trolley considering 8 Hrs. as working day 20.00 2104.09 Day

hours incl.Driver

35 Levelling or orientation of existing gully trap chamber incl. Nece. 250.00 72.14 No

masonry in CM 1:6 and plaster in CM 1:3 etc. using old G.T.stone

and cover etc. comp.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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

comp. Directed.

(a) (SET cover and frame) F.R.C. Extra Heavy Duty [EHD- 25.00 6165.25 No

35] Machinehole Covers & Frame- 560mm ø clear

opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

(b) (SET cover and frame) F.R.C. Heavy Duty [HD-20] 25.00 5889.83 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

(c ) (SET cover and frame) F.R.C. Medium Duty [MD-10] 25.00 4025.42 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1(SET cover and

(d) (SET cover and frame) F.R.C. Light Duty [LD-2.5] 25.00 3050.85 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

(e) (SET cover and frame) F.R.C. Medium Duty [MD-10] 50.00 4025.42 No

Chamber Covers & Frame- 600 x 450 mm clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

(f ) (SET cover and frame) F.R.C. Light Duty [LD-2.5] 60.00 3262.71 No

Chamber Cover & Frame - 600 x 450mm clear

opening,The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

(g) (SET cover and frame) F.R.C. Light Duty [LD-2.5] 63.00 2288.14 No

Chamber Cover & Frame - 450 x 450mm clear

opening,The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

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 Maninagar Ward (Millatnagar) in South Zone of AMC

Item Description Total Qty. Rate in Rs. Unit Amount in Rs.

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, 3585.00 329.00 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, 8225.00 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 399.00 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.

Item Description Total Qty. Rate in Rs. Unit Amount in Rs.

7 Construction of 500 dia Pre cast RCC house connection chamber 399.00 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.

8 Construction of 600 dia Pre cast RCC house connection chamber 342.00 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 : 1245.00 3697.91 3

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 Maninagar

Ward in South Zone of AMC area

Item Description Qty. Rate in Rs. Unit Amount in Rs.

1 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 55.00 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 150.00 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 170.00 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) 1185.00 72.14 Smt.

b) 0.20 to 0.30 meter (By any type of Breaker Machine or 510.00 180.36 Smt.

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

5 Dismentaling of the existing structure including removing and 200.00 294.11 3

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 7340.00 47.72 Smt.

serviceable materials and disposal of unserviceable material with all

7 Dismantling the central verge -kerb stone including loading, 500.00 13.20 Rmt.

unloading and disposal of unserviceable material for all lead or as

directed by Engineer-In-Charge and stacking the serviceable material

and backfilling the resulting trenches and pits complete.

8 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

(i) Production & Supply of WMM 425.00 1510.49 Cu.m.

(ii) Laying of WMM 425.00 31.56 Cu.m.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

9 Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand 735.00 2517.44 Cu.m.

: 10 hand broken stone aggregates 40 mm nominal size) and curing

complete excluding cost of form work

10 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 7340.00 501.60 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.

11 Providing & laying Trimix with dewatering machine and floater 525.00 54.00 Smt

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

etc compact directed.

12 Making 15 mm groove in RCC work on road and filling it with 143.00 30.00 Rmt.

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

comp as directed.

13 Providing TMT Bar Fe-500/500D reinforcement bars for R. C. C. 4.00 77504.00 MT

work including bending, binding and placing in position complete

upto floor two level.

14 Box cutting the road surface to proper slope and camber for 1000.00 102.93 m3

making a base for road work including removing the excavated stuff

and depositing on the road side slope as directed upto 50Mt.lead.

15 Conveyance charge of earth, lime, murrum. Building rubbish,

manure, garbage, sluge, excavated rock, fly ash, aggregated of any

kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within

the work site is not payable.

(a) Lead up to 5 km 150.00 103.26 3

(b) Lead From 5 km to 10 km 75.00 150.63 3

(a) Lead From 10 km to 15 km 55.00 192.55 m3

16 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse 20.00 3352.55 m3

sand : 6- hand broken stone aggregates 40 mm nominal size ) and

curing including cost of formwork in (A) Foundation and Plinth.

17 Providing and laying cement concrete 1:4:8 (1-Cement : 4 - Coarse 10.00 2680.21 m3

sand : 8 - hand broken stone aggregate 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Item Description Qty. Rate in Rs. Unit Amount in Rs.

18 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb

block for Footpath in M-20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of formwork etc.

complete. The rate shall also include necessary cutting of asphalt,

fixing the Kerb stones in line and level on 5 cm thick sand bedding

with necessary equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerbstones. Filling

of zari alone the sides of the kerb stone fixed with Bituminous

concrete mixed in proper position as directed by Engineer in change

to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding 500.00 354.40 Rmt.

19 Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb 300.00 195.54 Rmt.

having size of 75 x 300 x 300 mm depth and as per design conveying

it to the site, jointing into C:M 1:3 and racking out the joints incl.

necessary excavation of asphalt, soil etc..completed

Signature of Contractor Additonal City Engineer (South Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :