Construction work of WBM & Cement Concrete Road at APMC Panthawada Ta. Dantiwada Dist : B.K.

2. Name of work : Construction work of WBM &

Cement Concrete Road at APMC

Panthawada Ta. Dantiwada Dist : B.K.

3. Estimated cost : Rs

4. Earnest money deposit : Rs.

5. Online Downloading Tender :

6. Last date of online Submission :

7. Tender fees : Rs.

8. Time limit : 3 Month

9. Class of Registration as per P.W.D. : 'C'-Class & above

10. Total security depsoit : 5 % of Total construction cost

11. Defects liability period : 6 Month

12. Penalty for Delay of work time limit : Rs. 10,000/- per day

13. Address for corrospondance : The Agricultural produce market

committee Panthawada

14. Consulting Engineer : Mansukh N. Patel

B.E. (civil 1st floor Sureshver Estate,

opp: Nagric Bank PATAN

Market Committee

I/we hereby submit percentage rate for the above tender for the above

work with my/our quoted rates with stamp and signature

We have already examined the site of work, plan and specification and condition of

If this tender will be accepted, I/we hereby agree to make necessary stamp paper

with market committee in seven days at my/our cost.

If I/we fails to make necessary agreements with market committee with in fifteen

days after the received the letter from market committee. The market committee are

purely empowered to forfeit our earnest money deposit and the market committee

shall give this work to other contractor.

Herewith this sealed cover we are submitting Document & Draft of earnest money

deposit & Tender Fee in Favour of, The Agricultural produce market committee

Signature of contractor

1. Condition of contracts.

2. Specification.

3. Estimate sheets with tender copy

CONDITION OF CONTRACTS

1. The contractor shall, at their own expense, make all necessary provisions for

water supply and sanitary arrangements for their employees as well as for the works,

and shall pay directly to the concerned authorities all applicable rates, taxes, and

2. All royalty charges, octroi, and other duties shall be paid by the contractor,

and no extra claim shall be entertained on this account.

3. Rejected materials shall not, under any circumstances, be permitted to remain

on the site. If, despite a written order to remove them, any such rejected materials

remain on the site beyond a period of 48 hours after notice, the Engineer-in-Charge

shall have the right to remove the same at the risk and cost of the contractor, and

may also destroy them if necessary.

4. This is a percentage rate tender. The contractor shall quote the rates as Above

or Below in the tender document. The General Specifications of the P.W.D.

Handbook, Volumes I and II, shall also apply.

5. It must be distinctly understood that the condition of contract and of claim in

respects of extra work will not be allowed the quantity of each item is estimated

means bills will be given for the actually work done as per tender rate.

6. On completion of the work the site shall be cleared by the contractor before

final bill payment and ground brought to original state and they shall not be entitled

for any extra claim on this account.

7. The Engineer-in-Charge shall fix the hours of work. No work shall be

executed beyond these hours, during nighttime, or in the absence of the Engineer-in-

Charge. The box measurements shall be recorded only in the presence of the

Engineer-in-Charge or his authorized representative.

8. Contractor will be asked to present the sample of material and approved

sample will be preserved at his own expense at the site of work and no change in the

approved sample will be allowed without the written permission of the engineer in

9. If any works is not executed according to the specification and the direction of

the engineer in charge. The same will be rejected or reduced rate will be allowed as

deemed fit by the engineer in charge.

10. The contractor will have to sign the condition of contract and execute the

agreement send the list of previous works executed solvency certificate failing to

that, tender will be rejected and earnest money deposit will be forfeited, The value

of the stamp paper and stamp duty charge shall be born by the contractor.

11. The tender shall closely examine the specification and carefully all documents

which from as part of the contract to be entered into by the accepted tender.

12. The market committee or Its Administrator who accept tender shall have the

right for rejecting all or any of the tender and all not be bound to accept the lowest

not to as sign any reasons whatever for the rejection of any other tender or all

13. The entire works to be completed within the stipulated time limit from the

date of work order. The contractor will not eligible for any extra for the ideal

period of works or waiting period that may be required to suit other consideration

and not claim for compensations on account of such will be considered. However in

case of delay due to circumstances beyond that the control of contractor or either in

date of commencement or due to waiting during construction extension time may be

considered for completion of works.

14. The contractor shall keep full time qualified civil engineer at site who shall be

fully authorized to receive and comply with such instruction as given by the

engineer in charge. The engineer in charge shall have the right to deem the removal

of any technical person skilled or unskilled who in his opinion are considered to bad

workmanship in the execution of work or to cause indiscipline.

15. The Market Committee or its Administrator reserves the right to make any

changes in the design and plans of the works, and the contractor shall be bound to

carry them out at the unit rates tendered. No claim or compensation will be allowed

on this account.

16. The work shall be done which will be satisfy pass by engineer in charge and

the chairman of the market committee or Administrator

17. The earnest money paid by the contractor at the time of giving tender that

amount will be transferred in to security deposit moreover 4 % amount will be

deducted from each running bill for the security deposit.

18. Total Security deposit will be released after 6 Months from the date of

completion report given by engineer in charge

19. In this tender, the quantity of each item is only approximate. This means that

the quantities are estimated, and the actual work done by the contractor will be paid

at the tendered rates. The contractor is bound to carry out up to 30% more or less of

the construction work at the tendered rates.

20. For the in-com tax, sale-tax and other charges amount at Govt. rules will be

deducted from bill as per engineer instruction.

21. In the case of extra item the rate of extra item will be as per government

S. O. R. or that rate which is fixed by engineer in charge.

22. 1% water charge will be deduct from bill if market committee will provide

water facility.

23. 1 % Labour cess will be deduct from each Running bill

24. For income tax, sales tax, and other charges, 1% CGST and 1% SGST, as per

government rules, will be deducted from each bill as per the instructions of the

Engineer. The contractor is fully responsible for paying the GST on all materials

used in the construction work to the Government.

25. Only in cement Ambuja, Ultra Tech, or equivalent brand O.P.C. 53 grade

cement which is suggested by market committee that shall be used in construction

26. In coarse aggregate only black trap kapachi or grit from Morbi/vatrak quarry

should be used in the work as per instruction.

27. Sand only banas river will be used with grading in the all work as per

instruction etc comp.

28. In reinforcement ISI T.M.T. will be used in the work.

29. In mixing for any concreting work mixture machine should be used for metal

or kapachi concreting

30. In any item of the tender when conflict arrise between contractor and engineer

for the extra item rate or any problem the last decision of the engineer will be final

that decision will be taken into consideration in the tender.

31. Demolition and dismantling including stacking of serviceble materials and

disposal of unserviceble materials with all lead and lift outside of market area.

32. Documents required for tender: Contractor is not blacklisted, certificate of

deed Also, bank cash credit should be at least 30% of the estimate amount. Details

of tools and machinery will have to be presented. Background of technical and non-

technical staff. (Balance Seat and CA Certificate BIDWA)

I Agree to the above condition.

Sign of contractor

DOCUMENTS REQUIRED TO BE SUBMITED

1. TENDER FEE (DRAFT)

2. EARNEST MONEY DEPOSIT (DRAFT)

3. COPY OF CLASS OF REGISTRATION

6. CURRENT SOLVENCY CERTIFICATE

7. EXPERIENCE CERTIFICATE OF ROAD WORK

8. INCOMTEX CLEARANCE CERTIFICATE OF LAST THREE YEARS

1. Excavation for Road Work

• The contractor shall, at his own expense, clear the site, set out the works, and

provide necessary labor, drainage, and other arrangements to enable the

Engineer to check all setting out. The contractor shall correct all errors.

• Excavation for all works shall be carefully carried out to the specified levels,

shapes, and dimensions.

• Excavation in ordinary soil includes ordinary and hard soil, stiff heavy clay,

hard soil, soft compact murrum, or any material that can be removed by the

ordinary application of pick-axes.

• Excavated material required for filling shall be used accordingly, and any

surplus material shall be removed and spread on the site as directed by the

Engineer, without any charge, within 200 feet of the work site.

2. Supplying Stone Aggregate (40–63 mm Size)

• The stone aggregate shall be obtained from a quarry approved by the

Engineer, including all lead and lift. The stone aggregate shall be hard, rough,

sound, and durable. Pieces shall be angular and roughly cubical in shape;

rounded, elongated, or flaky materials shall be rejected. The stone shall be

40–63 mm in size and shall be hand-picked from the upper surface layer of

the quarry. Materials from other layers or boulders shall be rejected.

• Stacking shall be done by filling standard steel boxes of size 2.00 × 1.50 ×

0.50 m, supplied by the contractor at his own cost. Regular stacks shall be

made on fairly level ground, and stacking shall be carried out as directed by

• For road work, complete stacking of the metal as per requirements shall be

carried out well in advance of spreading.

• The contractor shall maintain all stacks in proper size and order until the

materials are measured and finally accepted by the Engineer-in-Charge.

• Spreading of the materials shall not be allowed until the materials are fully

stacked and completed.

• The rate includes the cost of collection, conveyance to the site with all lead

and lift, and filling in the boxes, including all labor, tools, equipment, and

other incidental expenses. The rates quoted are inclusive of all tools, duties,

fees, royalties, taxes, etc.

• The material used as murrum shall be of approved quality. Any material

found inferior shall be rejected, and the contractor shall remove such material

from the site at his own cost. The material shall be collected from quarries

approved by the Engineer-in-Charge.

• The murrum shall be free from all rubbish, dust, organic materials, and clods

of black cotton soil. Materials shall not be collected from within the road

• For road work, complete stacking of murrum as per requirements shall be

carried out in advance. The murrum stacks shall be checked and approved by

the Engineer before spreading.

• The rate includes the cost of collection, conveyance to the site with all lead

and lift, and filling in the boxes, including all labor, tools, equipment, and

other incidental expenses.

• The rates quoted are inclusive of all tools, duties, fees, royalties, taxes, etc.

4. Spreading Stone Aggregate

• The metal shall be spread under careful supervision by trained personnel.

Construction shall ensure uniform spreading as per the collection of metal.

The contractor shall spread the metal fully from the stacks without leaving

any balance, unless specifically directed by the Engineer-in-Charge to retain

some stacks to correct unevenness or depressions during rolling.

• The road surface shall be marked out into lengths over which the contents of

the heaps are to be spread. Bunds of earth or murrum shall be made along the

outer edges of the metaling simultaneously with spreading. These bunds shall

be spaced at intervals equal to the width of the road to be metaled and shall be

sufficient to prevent loose metal from spreading during consolidation, as well

as to retain water used during construction.

• The metal shall be screened to remove rubbish, dust, grass, and other foreign

materials. During rolling, all surface irregularities, hollows, depressions, or

humps shall be corrected. The spreading of metal in the required layers shall

be carried out by the contractor.

5. Spreading Murrum

• Spreading of murrum shall commence only after the full supply has been

collected, measured, and recorded in the measurement book, and after the

stone aggregate has been rolled and dressed to the required camber and grade.

• The binding material (murrum) shall be spread over the metaled surface

uniformly. It shall fill the interstices of the metal and form a smooth running

surface. Only the quantity of murrum specified for blindage shall be used.

• After application, the surface shall be copiously sprinkled with water, and the

resulting slurry shall be swept in using hand brooms or mechanical brooms to

fill all voids.

6. Rolling Work

• Rolling of coarse aggregate shall be done using a power roller of 8–12 MT

capacity. The weight of the roller shall depend on the type of aggregate and as

directed by the Engineer-in-Charge.

• On normal sections, rolling shall begin from the edges, gradually progressing

towards the center. On super-elevated portions, rolling shall proceed from the

inner edge to the outer edge. The edges shall be compacted first, moving the

roller forward and backward. Successive passes shall be made parallel to the

centerline, overlapping the previous track by half the roller width.

• Rolling shall continue until the aggregate is thoroughly keyed and no creeping

of material ahead of the roller is observed. Rolling shall not be done when the

sub-base is soft, yielding, or produces a wave-like motion in the subgrade.

• The rolled surface shall be checked transversely and longitudinally using

templates. Any irregularities shall be corrected by loosening, adding or

removing aggregate, and rerolling until the surface conforms to the desired

camber and grade. Screening shall not be used to fill depressions.

• Blindage material shall be applied in two or more layers at a slow, uniform

rate. After each application, the surface shall be sprinkled with water, the

slurry swept in with brooms, and rolled. Water may be applied to the roller

wheels to wash down binding material if necessary. These operations shall

continue until the slurry completely fills all voids.

• After final compaction of the water-bound macadam course, the road shall be

allowed to dry overnight. The next morning, any depressions shall be filled

with screening or binding material as directed, lightly sprinkled with water if

necessary, and rolled and polished.

7. Metal Concrete (1:3:6)

The stone aggregate of 40 mm nominal size shall be of approved quality. The

material must be clean. The proportion of cement concrete shall be 1 part cement :

parts sand : 6 parts stone aggregate. Each bag of cement contains 1.20 cft of cement,

and the contractor shall adhere to this for all purposes.

Mixing of concrete shall be done with a mixer machine and spread in a uniform

layer as per instructions, in line and level. After laying and ramming the concrete,

the level must be checked by the engineer to ensure the correct thickness of the

All cement concrete work shall be kept wet for a minimum period of 8 days, or as

ordered by the Engineer-in-Charge. In case it is observed that the arrangements

made by the contractor for curing are not satisfactory, the Engineer-in-Charge will

engage adequate staff for curing at the cost of the contractor.

8. R.C.C. WORK (GENERAL)

The proportion of cement, fine sand, and coarse aggregate shall be specified in the

item of tender. The materials must be measured in approved boxes, and no ramming

of boxes shall be allowed. Each bag of cement shall contain 1.20 cft of cement.

The proportions of materials are specified in volume as general guidance and may

be varied to suit technical requirements if ordered by the Engineer-in-Charge.

The mixing of concrete shall be carried out in any approved mechanical batch mixer

for a minimum period of 2 minutes, ensuring even colour and uniform consistency

throughout the mix. The mixer shall be driven at a speed that gives the best results.

When hand mixing is permitted by the Engineer-in-Charge, the materials measured

in boxes shall be turned over until thoroughly mixed and of uniform colour. No

material shall be mixed in quantities larger than can be properly handled. The

quantity of water added shall be just sufficient, as directed by the Engineer-in-

The water used shall be clean and free from impurities and shall be fit for drinking

The coarse aggregate shall consist of black trap, hard and durable, of approved

quality, and shall be free from clay, fines, and other coating impurities. The

aggregate shall be washed properly and screened through approved mesh if ordered

by the Engineer-in-Charge.

The coarse aggregate shall comply with P.W.D. Specification No. 18, Vol. I, Page

The fine aggregate shall comply with P.W.D. Specification No. 12, Vol. I, Page

The concrete shall be laid gently and shall not be thrown from a height so as to

prevent segregation of aggregate. Concreting shall be carried out continuously up to

construction joints, the position and arrangement of which shall be as directed. The

concrete shall be thoroughly consolidated during the operation of placing.

The concrete surface, as specified, shall be finished smooth or as directed, with

cement plaster to take up the surplus and flush with adjoining surfaces. This

finishing shall always be extra, and the contractor shall not be allowed to draw the

cement required for this finishing from the prescribed proportion of materials. No

extra payment shall be made for this finishing.

The outer surface of R.C.C. lintels, beams, and slabs shall be finished as mentioned

above, in addition to cement plaster, indicating regular bands in level and line.

Nothing extra shall be paid for such finishing.

Besides this, Specification No. 26 of the P.W.D. Handbook, Vol. I, Page 135, shall

be adhered to. If the concrete surface is found honeycombed, the same shall be

rejected, and the contractor shall recast it at his own risk and cost.

The formwork shall be durable and rigid and shall be well braced so that bulging or

twisting does not occur. All formwork coming in contact with concrete shall be

oiled with crude oil or wetted with water.

When forms are reused, the surfaces in contact with concrete shall be brushed or

scraped clean and then oiled or wetted, as in the case of new forms. The posts shall

rest on packed floors or hardwood edges.

Before laying concrete, the formwork must be checked by the Engineer-in-Charge

or his authorized representative. All forms shall be made of wood or steel. Props

shall be spaced as ordered by the Engineer-in-Charge.

P.W.D. Handbook Specification No. 101, Page 402, shall be adhered to. Props for

slabs shall not be disturbed before 10 days, and for beams before 21 days, after the

concrete is placed.

Signature of Contractor