During the upcoming monsoon season in the South Zone, Vatwa Ward, during the pre monsoon period, the clogged part of the drainage line based on the Nawana Drainage Pumping Station and other various places will be cleaned using the CCTV desilting method.

(4) Date of e-Tender (Technical Bid) Opening : Dt. 12-03-2026 up to 12.00 hours

(5) Date of e-Tender (Price Bid) Opening : To be intimated after technical bid evaluation

AUTHORITY ENGINEER

DEPUTY MUNICIPAL COMMISSIONER ADD. CITY ENGG.

SOUTH ZONE SOUTH ZONE

AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG OPP. MANINAGAR FIRE STATION, RAMBAG

AHMEDABAD – 380008 AHMEDABAD –

AHMEDABAD MUNICIPAL CORPORATION

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT

SECTION DESCRIPTION

E1 GENERAL INSTRUCTIONS

E2 BILL OF QUANTITIES

AHMEDABAD MUNICIPAL CORPORATION

BILL OF QUANTITIES

E1. 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 manhole 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 manhole 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 inspection.

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

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 manhole 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 manhole 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 inspection.

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 manhole 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 Department.

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 Add. City Engg.

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEEING DEPARTMENT(SZ)

Name of work :-During the upcoming monsoon season in the South Zone, Vatwa Ward, during the pre-

monsoon period, the clogged part of the drainage line based on the Nawana Drainage Pumping Station and

other various places will be cleaned using the CCTV desilting method.

Item Item / Description

Qty 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

(A) 300 mm dia 63 1250 No.

(B) 450 mm dia 57 1500 No.

(C) 600 mm dia 52 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 1 5500 No.

(I) 1600 mm dia 1 7000 No.

(J) 1800 mm dia to 2200mm Dia 1 7500 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,

2 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 1650 100 Rmt

(B) 450 mm dia 1100 150 Rmt

(C) 600 mm dia 1150 250 Rmt

(D) 800 mm dia 85 300 Rmt

(E) 900 mm dia 73 450 Rmt

(F) 1000 mm dia 40 475 Rmt

(G) 1200 mm dia 30 510 Rmt

(H) 1400 mm dia 4 800 Rmt

(I) 1600 mm dia 3 1000 Rmt

(J) 1800 mm dia to 2200mm Dia 3 1100 Rmt

Loosen, de-silt and thoroughly clean and remove

debris and objects such as boulders, bricks etc,

bacteriological slimes, roots, encrustations, grease,

carbonated deposits, etc from the sewer line

3 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 /

(i) TENDER RATE 1050 1230 Rmt

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

(ii) / TENDER RATE 480 984 Rmt

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

(iii) AS/TENDER RATE 120 615 Rmt

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

(i) TENDER RATE 800 1815 Rmt

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

(ii) / TENDER RATE 200 1452 Rmt

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

(iii) AS/TENDER RATE 100 907 Rmt

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

(i) TENDER RATE 540 2460 Rmt

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

(ii) / TENDER RATE 510 1968 Rmt

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

(iii) AS/TENDER RATE 100 1230 Rmt

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

(i) TENDER RATE 50 3280 Rmt

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

(ii) / TENDER RATE 20 2624 Rmt

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

(iii) AS/TENDER RATE 15 1640 Rmt

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

(i) TENDER RATE 38 3700 Rmt

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

(ii) / TENDER RATE 20 2960 Rmt

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

(iii) AS/TENDER RATE 15 1850 Rmt

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

(i) TENDER RATE 18 4450 Rmt

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

(ii) / TENDER RATE 12 3560 Rmt

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

(iii) AS/TENDER RATE 10 2225 Rmt

(G) 1200 mm dia

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

(i) TENDER RATE 10 5040 Rmt

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

(ii) / TENDER RATE 10 4032 Rmt

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

(iii) AS/TENDER RATE 10 2520 Rmt

(H) 1400 mm dia

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

(i) TENDER RATE 2 5880 Rmt

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

(ii) / TENDER RATE 1 4704 Rmt

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

(iii) AS/TENDER RATE 1 2940 Rmt

(I) 1600 mm dia

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

(i) RATE 1 6720 Rmt

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

(ii) TENDER RATE 1 5376 Rmt

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

(iii) AS/ TENDER RATE 1 3360 Rmt

(J) 1800 mm dia to 2200mm Dia

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

(i) RATE 1 7560 Rmt

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

(ii) / TENDER RATE 1 6048 Rmt

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

(iii) AS/TENDER RATE 1 3780 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

(B) 450 mm dia 1100 250 Rmt

(C) 600 mm dia 1150 250 Rmt

(D) 800 mm dia 85 250 Rmt

(E) 900 mm dia 73 250 Rmt

(F) 1000 mm dia 40 250 Rmt

(G) 1200 mm dia 30 250 Rmt

(H) 1400 mm dia 4 250 Rmt

(I) 1600 mm dia 3 250 Rmt

(J) 1800 mm dia to 2200 mm Dia 3 250 Rmt

Cutting of bituminous road of DBM and

5 Asphalt concrete of any thickness. 64 75 Smt

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-

6 finesand) (B) Conventional (upto 10 3 4011.7 Cmt

ton)including racking out joints, curing

scaffolding etc complete as directed by any

Finding & Raising buried manhole

underneath road using Brick massonery

with Brick Strenghth 35kg / quare cm and

7 cement morter 1:4 and CC work up to new 5 2500 No.

road level as per instruction of engineer in

Providing and fixing F.R.C. Extra Heavy

Duty (EHD-35) Manhole 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. Frame : 560 mm ø clear

8 opening, outer size- 888x888x175 mm. On 8 5965.50 No.

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 manhole cover & frame incl.

carting to the work site etc.comp.

Survey to determine sewer alignment,

levels, M/H positions, proximity of

structures, measurement of exact length

9 between manholes and providing two sets 836 7.50 Rmt

of autocad drawing as per instruction of

Engg. incharge.

In this Work No GST will be paid .

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Add. City Engg.

mobile no. (South Zone)