DESILTING OF DRAINAGE LINE/STROM WATER LINE AND DUCT BY SUPER SUCKER MACHINE C.C.T.V CAMERA MATHOD IN MANINAGAR WARD OF SOUTH ZONE.

BILL OF QUANTITIES (PRICE BID)

DATE OF TENDER DOCUMENT From 26-05-2026. to 16-06-2026

Up to 18.00 hours

Last of Date of Submission of

Tender Fees,EMD & Other

documents in hard copy at AMC 17-06-2025 Upto16.00 hours.

office by Speed Post or Registered

Post AD or Courier

To be intimated

Date of Tender (Technical Bid) after Technical bid

Opening evaluation

AHMEDABAD MUNICIPAL CORPORATION

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT

SECTION DESCRIPTION PAGE NUMBERS

E1 GENERAL INSTRUCTIONS 4-6

E2 BILL OF QUANTITIES 7-9

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

A. General Instruction for the BOQ

1. This is tender invited for Percentage Rates contract.

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

Conditions of Contract, Technical Specifications.

3. The bidder must have visited and examined the area of the Works and its surroundings

and obtained all data and it is his own responsibility. All information that may be

necessary for preparing the bid and entering into a contract for this type of Works. The

costs of visiting the Site shall be at the bidder's own expense.

4. Bidder must have knowledge of existing sewage flow quantity or he must have got data

of sewage flow quantity in the sewerage trunk main lines or Branch sewer lines and he

must have aware of required pumping for diversion of the existing flow. Bidder shall

have to maintain flow level in all Machine Hole of upstream line during diversion of

flow by proper pumping system. In this regard bidder shall have to divert the flow

in same line by alternate Machine Hole distance if there is no extra line and he shall

not raise any issue of extra line for diversion of the flow.

5. The bidder and any of its personnel or agents will be granted permission by the

Employer to enter its premises and lands for the purpose of such inspection, but only

upon the express condition that the bidder, its personnel and agents, will release and

indemnify the Employer and its personnel and agents from and against all liability in

respect thereof and will be responsible for death or personal injury, loss of or damage to

property and any other loss, damage, costs and expenses incurred as a result of the

6. No claim in future for unknown with the site by the bidder shall be granted in any case.

7. Bidder shall quote the rate for each item considering his profit accordingly. AMC may

execute any item of the BOQ too less or too more in any occasion. Therefore bidder

shall not raise any claim for non executing item or too more executing items or too less

executing item.

8. The basis of payment will be the actual quantities of work executed 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. AMC will execute this contract subject to availability of the fund. If,

fund is not available then AMC may cancel this tender. Contractor shall not raise

any claim in future for this.

9. The rates in the 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.

10. Bidder shall fill percentage rate on amount of BOQ which is entirely in India Rupee

11. Bidder is requested to fill rate on total cost of the BOQ considering the Contract.

AMC shall evaluate bidders capability to work considering work on hand and

work in progress in all parts of India. AMC shall evaluate bidder`s capability of

doing the work considering working progress and response to the instructions

delivered from AMC engineers and authority to him.

(Note: If any quarry in this clause bidder shall clarify / may contact before entering in to the contract.)

12. Bidder shall fill percentage rate on amount of BOQ irrespective of the quantity against

the Items (for which rate has been provided). Items other than in the BOQ will be paid

for by the Employer on actual measurement (preferably current SOR of any

organization) onsite if executed.

13. This work is for whole Central Zone, West Zone & South West Zone, North West Zone

Bidder must have knowledge of existing sewage flow quantity or he must have got data

of sewage flow quantity in the sewerage trunk main lines or Branch sewer lines and he

must have aware of required pumping for diversion of the existing flow. Bidder shall

have to maintain flow level in all Machine Hole of upstream line during diversion of

flow by proper pumping system. In this regard bidder shall have to divert the flow in

same line by alternate Machine Hole distance if there is no extra line and he shall not

raise any issue of extra line for diversion of the flow.

14. AMC will have to give the instruction to start the work all together for more than one

places in areas of the zone. For that he should have minimum Two Super Sucker

machine and Three silt carrying tanker Owned by himself only.

15. The bidder and any of its personnel or agents will be granted permission by the

Employer to enter its premises and lands for the purpose of such inspection, but only

upon the express condition that the bidder, its personnel and agents, will release and

indemnify the Employer and its personnel and agents from and against all liability in

respect thereof and will be responsible for death or personal injury, loss of or damage to

property and any other loss, damage, costs and expenses incurred as a result of the

16. The contractor should have to attend the breakdown if any as early as possible and

should have to complete the work without unavoidable delay.

17. Contractor shall have to provide experienced operator and workers on hiring of super

sucker on shift bases..

18. In case of Accident or death of Employer’s of Contractor or third party, A.M.C. will not

be Responsible in any manner / Manners.

19. In case of damage of machines due to Accident, AMC will not be responsible.

20. In any case, contractor is not allowed to work inside the Machine Hole or sewer lines.

21. The operator and workers shall be Contractor’s employees. Corporation staff

(Supervisor / Tech. Supervisor / Engineers) will show only the site where the work is to

be carried out.

22. Payment will be made after getting satisfactory working report from the user

23. 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.

(a) 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.

(b) 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.

(c) Contractor shall credit the material dismantled during the work in progress in AMC

store suggested by Engineer in charge of the work.

(d) AMC reserves the right to increase or 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 document.

In case 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

AHMEDABAD MUNICIPAL CORPORATION

Name of work :- DESILTING OF DRAINAGE LINE/STROM WATER LINE AND

DUCT BY SUPER SUCKER MACHINE & C.C.T.V CAMERA MATHOD IN

MANINAGAR WARD OF SOUTH ZONE.

Item / Description Rate Unit Total

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.

(A) 300 mm dia 10 1250 No.

(B) 450 mm dia 5 1500 No.

(C) 600 mm dia 5 2500 No.

(D) 800 mm dia 2 3000 No.

(E) 900 mm dia 2 3600 No.

(F) 1000mm dia 2 4150 No.

(G) 1200 mm dia 2 5000 No.

(H) 1400 mm dia 2 5500 No.

(I) 1600 mm dia 3 7000 No.

(J) 1800 mm dia 2 7500 No.

(K) 2000mm dia 0 8000 No.

Provide everything else required for diversion of flow by

pumping and / or bypassing and to maintain the sewerage

system functioning normal and managing the flow

without any sur-charging, overflows etc during the De-

silting/ rehabilitation works of the sewer line to the

satisfaction of the Engineer in charge of the work.

(A) 300 mm dia 200 100 RMT

(B) 450 mm dia 150 150 RMT

(C) 600 mm dia 100 250 RMT

(D) 800 mm dia 10 300 RMT

(E) 900 mm dia 50 450 RMT

(F) 1000 mm dia 50 475 RMT

(G) 1200 mm dia 0 510 RMT

(H) 1400 mm dia 0 800 RMT

(I) 1600 mm dia 10 1000 RMT

(J) 1800 mm dia 0 1100 RMT

(K) 2000mm dia 0 1200 No.

Loosen, de-silt and thoroughly clean and remove debris

and objects such as boulders, bricks etc, bacteriological

slimes, roots, encrustations, grease, carbonated deposits,

3 etc from the sewer line including disposal of silt / debris /

malba / objects etc, including solidification of

silt/malba/debris for disposal to the dumping sites as per

the direction of the Engineer - in - charge.

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 150 984 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 300 615 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 150 907 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 150 1230 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 10 2624 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 10 1640 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 10 2960 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 10 1850 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 10 3560 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 10 2225 RMT

(G) 1200 mm dia

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 1 4032 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 0 2520 RMT

(H) 1400 mm dia

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 1 4704 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 0 2940 RMT

(I) 1600 mm dia

(i) ( For Above 80% silted line) 100 % AS / TENDER RATE 15 6720 RMT

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 10 5376 RMT

( For Less than 50% to 30 % Dr.silted line) 50 % AS/

(iii) 0 3360 RMT

(J) 1800 mm dia

(i) ( For Above 80% silted line) 100 % AS / TENDER RATE 10 7560 RMT

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 5 6048 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 5 3780 RMT

( For Above 80% silted line) 100 % AS / TENDER

( For 80% to 50 % Drainage silted line) 80 % AS /

(ii) 0 6400 RMT

( For Less than 50% to 30 % Dr.silted line) 50 %

(iii) 0 4000 RMT

Post-desilting colour CCTV/ Photographic survey

including pan and Zoom inspection of laterals and defects

and submission of video tapes or CD inclusive of colour

photographs to the Engineer in total 2 Sets.

(B) 450mm dia 300 250 RMT

(C) 600mm dia 300 250 RMT

(D) 800mm dia 30 250 RMT

(E) 900mm dia 30 250 RMT

(F) 1000mm dia 30 250 RMT

(G) 1200 mm dia 2 250 RMT

(H) 1400 mm dia 2 250 RMT

(I) 1600 mm dia 25 250 RMT

(J) 1800 mm dia 20 250 RMT

(K) 2000mm dia 0 250 RMT

Cutting of bituminous road of DBM and Asphalt concrete

of any thickness.

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5.(1-Cement:5-

finesand) (B) Conventional (upto 10 ton)including

racking out joints, curing scaffolding etc complete as

directed by any height.(Bldg SOR 2015-16 Rate)

Finding & Raising buried Machine Hole underneath road

using Brick massonery with Brick Strenghth 35kg / quare

cm and cement morter 1:4 and CC work up to new road

level as per instruction of engineer in charge

Providing and fixing F.R.C. Extra Heavy Duty (EHD-

35) Machine Hole Covers & Frames Cover : 728mm ø

& 100 mm thick circular cover,35.00 MT load design,

100x2mm MS flat allround, 16mm ø plain round bar for

lifting the cover & should be fitted with plastic cups.

8 Frame : 560 mm ø clear opening, outer size- 5 1540 No.

888x888x175 mm. On the upper periphery of frame 25 x

3 mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 Machine Hole

cover & frame incl. carting to the work site

etc.comp.(Based on rate of central store)

Providing TMT Bar FE 500 reinforcement for

R.C.C.work including bending, binding and placing

inposition complete up to floor two level (upto 10 ton)

including cost of steel and binding wire for reservoirs /

structures only including lift up to 6 meter height or depth

below G.L.for all diameter.(Bldg SOR 2015-16 Rate)

Survey to determine sewer alignment, levels, M/H

positions, proximity of structures, measurement of exact

10 length between Machine Holes and providing two sets of 1264 7.5 Rmt

autocad drawing as per instruction of Engg.

incharge.(App.C.C.T.V. Disilting Tender Rate)

Providing & Supplying JCB Machine on rental 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 and

11 operating charges and stacking of useful & non-useful 52 600 Hour.

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for

pipe line excavation and laying work) Work as per

instruction of engineer in charge

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmedabad Municipal Corporation