Desilting by CCTV Camera System Work at Existing Riverfront East side (Shahibaug to Ambedkar bridge ) Intercepter line

under two bid system i.e. Technical bid and Financial bid:

Online submission up to Date 06/04/2026 upto 18:00 Hrs

Physical Submission of tender up to Date 07/04/2026 upto 18:00 Hrs

Tender bid opening Date 08/04/2026 upto 11:00 Hrs

Detail and Tender available on www.tender.nprocure.com_____________

S. No. Name of Work Completion Period

1. NAME OF WORK - “Desilting by CCTV

Camera System Work at Existing Riverfront 12 months

East side (Shahibaug to Ambedkar bridge ) Rs. 9,01,730.00 (Excluding

Intercepter line. "

The bid shall remain valid for a period of 120 days after the last date of submission of bids. NIT

along with the terms and conditions etc. are available on www.tender.nprocure.com from where

complete set of tender documents can be downloaded by the interested bidders. Agency may

contact the office of Additional City Engineer (Drainage Project) Ahmedabad Municipal

Corporation, Gujarat for any additional information /clarification. Any future amendment

/corrigendum made in this NIT can only be seen on Web Ahmedabad Municipal Corporation.

Additional City Engineer (Drainage Project)

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 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. It is solely responsibility of the contractor that the silt/debris removed during execution of work shall be

dispose of outside the resident areas at his own cost. If contractor failsto dispose the silt at appropriate

location penalty will be levied.

8. 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.

9. 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.

10. 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.

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

12. 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.)

13. 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

14. 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.

15. 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.

16. 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.

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

have to complete the work without unavoidable delay.

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

sucker on shift bases..

19. 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.

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

21. In any case, contractor is not allowed to work inside the manhole or sewer lines.

22. 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

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

24. 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.

25. Bidder shall be capable to deploy required machinery and man power at multiple sites

within AMC limit as directed by Engineer incharge.

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

( Drainage Project )

Date: Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

DRAINAGE PROJECT

Name of work :- Desilting by CCTV Camera System Work at Existing Riverfront East side

(Shahibaug to Ambedkar bridge ) Intercepter line.

Item Item / Description Tender Rate Unit Total

1 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.

(J) 1800 mm dia to 2200mm Dia 25.00 7500.00 No.

(K) RCC Duct of any size 10.00 8000.00 No.

2 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

(J) 1800 mm dia to 2200mm Dia 6000.00 1100.00 RMT

(K) RCC Duct of any size 1200.00 1200.00 RMT

3 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 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.

(A) 300 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 50.00 984.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 50.00 615.00 RMT

% AS/TENDER RATE

(B) 450 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 50.00 1452.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 50.00 907.00 RMT

% AS/TENDER RATE

(C) 600 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 50.00 1968.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 50.00 1230.00 RMT

% AS/TENDER RATE

(D) 800 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 20.00 2624.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 20.00 1640.00 RMT

% AS/TENDER RATE

(E) 900 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 1200.00 2960.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 300.00 1850.00 RMT

% AS/TENDER RATE

(F) 1000mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 300.00 3560.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 100.00 2225.00 RMT

% AS/TENDER RATE

(G) 1200 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 2500.00 4032.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 300.00 2520.00 RMT

% AS/TENDER RATE

(H) 1400 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 2500.00 4704.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 400.00 2940.00 RMT

% AS/TENDER RATE

(I) 1600 mm dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 200.00 5376.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 20.00 3360.00 RMT

% AS/ TENDER RATE

(J) 1800 mm dia to 2200mm Dia -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 5200.00 6048.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 800.00 3780.00 RMT

% AS/TENDER RATE

(K) RCC Duct of any size -

(ii) ( For 80% to 50 % Drainage silted line) 80 % 1000.00 6400.00 RMT

AS / TENDER RATE

(iii) ( For Less than 50% to 30 % Dr.silted line) 50 200.00 4000.00 RMT

% AS/TENDER RATE

4 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.

(D) 800mm dia 40.00 250.00 RMT

(J) 1800 mm dia to 2200mm Dia 6000.00 250.00 RMT

(K) RCC Duct of any size 1200.00 250.00 RMT

5 Cutting of bituminous road of DBM and Asphalt 40.00 75.00 SMT

concrete of any thickness.

6 Brick work using common burnt clay building 10.00 2872.00 CMT

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

7 Finding & Raising buried manhole underneath 9.00 2500.00 No.

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

8 Providing and fixing F.R.C. Extra Heavy Duty 20.00 1540.00 No.

(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 :

mm ø clear opening, outer size- 888x888x175

mm. On the upper periphery of frame 25 x

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.(Based on rate of

9 Providing TMT Bar FE 500 reinforcement for 200.00 44.40 Kg.

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

10 Survey to determine sewer alignment, levels, 25000.00 7.50 Rmt

M/H positions, proximity of structures,

measurement of exact length between

manholes and providing two sets of autocad

drawing as per instruction of Engg.

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

11 Providing & Supplying JCB Machine on rental 10.00 600.00 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 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) Work as per

instruction of engineer in charge

Seal and Signature of the Bidder Additional City Engineer

(Drainage Project)

Date: Ahmedabad Municipal Corporation