Construction of Minor Bridge on Ompark Main Road in Ward No.4, Rajkot for R.M.C RETENDER

including Addenda/Amendments to the above, for the execution of the above Contract,

wethe undersigned offer to carry out as given in Conditions of Contract and in conformity

Schedules, Annexures, Bidding Documents, including Addenda

Nos. (insert numbers) for %age (in figure)

(in words) below /

2. I / We agree that

(a) if we fail to provide required facilities to the Employer's representative

or any other person/agency by the employer to perform on his behalf

for carrying out the inspection and testing of materials and

(b) if we incorporate into the Works, materials before they are tested and

approved by the Engineer’s representative

(c) if we fail to deliver raw water of required quantity according to the

conditions/stipulations of the Contract, the Engineer will be at liberty

to take any action including termination of Contract and impose at his

absolute discretion any penalties, and/or reject the work.

3. We undertake, if our Bid is accepted, to complete and deliver the Works in accordance

with the Contract within the time limit described in the tender document, from the

dateof Work order issued to us by you.

4. We agree to abide by this Bid for a period of 120 days from the date fixed for receiving

the same and it shall remain binding upon us and may be accepted at any time before

the expiry of that period.

5. In the event of our Bid being accepted, we agree to enter into a formal Contract

Agreement with you incorporating the conditions of Contract thereto annexed but until

such agreement is prepared this Bid together with your written acceptance thereof shall

constitute a binding Contract between us.

6. We agree, if our Bid is accepted, to furnish Performance Bond/Security in the forms

and of value specified in the Conditions of Contract of a sum equivalent to 5% of the

Contract price for due performance of the Contract.

7. We have independently considered the amounts of liquidated damages shown in

Appendix to Bid and agree that they represent a fair estimate of the damages likely

tobe suffered by you in the event of the Work not being completed by us in time.

8. I/We agree to pay the Government Income-Tax, CGST, SGST, Sales Tax oncontraction,

Labour Cess, Professional Tax and Other Taxes prevailing from time to time on such

items on which the same leviable and the rates quoted by me/us areinclusive of the

9. We understand that you are not bound to accept the lowest or any Bid you may receive.

Dated this day of

(Name of the person)

(In the capacity of)

Duly authorized to sign Bid for and on behalf of

(Fill in block capitals)

Note on Schedule

1. The bid is percentage rate for Construction of Bridge on Om Park Main Road in

Ward No.4, Rajkot for R.M.C RETENDER

2 The rates and prices shall be submitted in the formats given in the online Price

Schedules. Rates and prices received in any other formats will be rejected and the

Bids will be disqualified.

3. It will be entirely at the discretion of the Employer to accept or reject thebidder’s

proposal, without giving any reasons whatsoever.

listed in the schedule. Prices quoted in Schedule only will be considered for price

evaluation & shall form a part of the ContractAgreement.

successful bidder.

6. The bidder shall be deemed to have allowed in his price for provision, maintenance

and final removal of all temporary works of whatsoever nature required for

construction including temporary bunds, diverting water, pumping, dewatering etc.

for the proper execution of works. The rates shall also be deemed to include any

works and setting out that maybe required to be carried out for laying out of all the

works involved.

7. Where there is a discrepancy between the unit rates and the amount entered, the

latter shall govern.

the Specifications and other sections of these bid documents and these documents

are to be taken as mutually explanatory of one another.

9. Prices quoted by the bidder shall be firm for the entire period of Contractwithout any

10. The bidder shall interpret the data furnished and carry out any additional survey

work, or investigative work required at his own cost.

11. The prices quoted shall also include the cost of materials utilized for testing.

12. The bidder should acquaint himself with the site conditions including the access to

Worksite. The successful bidder shall have to make suitable access to worksites at his

own cost. These accesses will be used by the other contractors working for RMC.

13. The material shall be inspected Departmentally, the cost of which, if any,is to be

borne by contractor.

14. The contractor shall have to quote their rates without GST and other taxes and the

Invoice with break-up of GST is to be submitted accordingly, failing which, such

amount will be deducted from the bill of the agency and deposited accordingly.

The contractor shall have to purchase the material required for this tenderwork, only

from the supplier having registered GST Number. RMC will notbe responsible to pay

any amount towards GST if the material is purchased from the unregistered supplier

/ not having GST Number.

15. Testing of the materials like; Sand, Field Metal, Aggregate, etc. should have to be

tested periodically as suggested by the Engineer-incharge at Government approved

material testing Laboratory and testing charges forthe same has to be borne by the

16. The Royalty of each and every material, required to be paid is to be borneby the

17. Testing of each material as and when required by Rajkot MunicipalCorporation, is to

be carried out by the contractor at his own cost. Schedule of testing of material will

be as per R&B, State Government Manual and I S Code provision.

18. The whole work shall be executed by qualified Site Engineer. The requiredL-Section

and Cross section is to be prepared by contractor at his own cost. The work should be

done by levelling instrument. The Drawings shallbe submitted accordingly in advance

before starting the work. No extra payment will be made for the above work.

Contractor has to submit Bill form with hard copy and soft copy of cross section and

L-section of work completed. No bill will be accepted without above drawings.

19. Necessary tests for material quality, soil tests etc. shall be carried out as per the

instructions of engineer-in-charge by contractor at his own cost and reports to be

submitted to the engineer-in-charge.

20. The contractor shall have to get registered under ESI (Employer's State Insurance)

Act and obtain ESI Registration number if the number of workers are 10 Nos. or more.

Also, the agency shall have to give all the benefits to the workers as available under

the ESI Act. The agency shouldfollow all the rules and regulations of ESI Act as per

prevailing norms.

21. The testing of metal and the design as per IRC shall have to carried out by the

contractor at his own cost.

22. In case of extra item work if quoted and approved tender price is above Percentage

Rate then no above percentage rate will be given, only the rates as per S.O.R. will be

paid for such extra item. But, if the quoted and approved tender price is below

percentage rate then that below percentage rate will be considered for paying of any

23. The material shall be inspected by PMC, the cost of which is to be borne by

contractor. The Charge of PMC 1.80 % as per agreement will be deducted from the

bill of Contractor and will be paid to the PMC Agency by Rajkot Municipal

Asst. Engineer Dy. Ex.Engineer City Engineer

Rajkot Muni. Corporation Rajkot Muni. Corporation Rajkot Muni. Corporation

Signature of Contractor.

RAJKOT MUNICIPAL CORPORATION

Construction of Bridge on Om Park Main Road in Ward No.4, Rajkot for R.M.C

SB.No. Description Estimated cost .

A. Sub Estimate 1: Major Bridge Work

i. PREPARATORY WORKS ₹

ii. FOUNDATION & SUBSTRUCTURE ₹

iii. SUPERSTRUCTURE & APPROACH ₹

B. (+) 15% price escalation Rs. = ₹

Total (A + B) = ₹

18% GST (Total 1) ₹

Construction of Minor Bridge on Ompark Main Road in Ward No.4, Rajkot for R.M.C

Item Qty. Rate Amount

Item Description Unit

No. Estimated (Rs.) (Rs.)

1 0.50 Clearing and grubbing road land including 28173.36 Hect.

uprooting rank vegetation grass bushes,

shrubs, sapling and trees girth up to 300 mm

removal of stumps of trees cut earlier and

disposal of unserviceable materials (C) By

mechanical means in area of light jungle.

2 0.26 Demarcation of road alingment including 2679.70 Km

marking out road line by providing and fixing

wooden pegs or steel rod of required size at

every 25 M to 50 M. including excavating

trenches on both sodes of 0.30 m. x 0.30M.

including supplying of labours and all

materials for every work etc complete.

3 25.00 Fabrication and installation of barricades 3005.00 Each

including painting with fluorescent paint and

fixing panelled plain MS sheets 20 SWG of

m height and M.S. Posts angle 45 x 45 x 5 mm

at 2.5 m c/c and dismantling the same after

completion of work, arrangement for blinker

lights on barricades during night as per

requirement and as per the instruction of the

engineer as per site requirements. During the

construction, barricading has to be kept

continuously. Nothing extra will be paid for

dismantling and re-erecting the barricades

for other location of flyover and for the

purpose of road

widening/diversion/resurfacing, utility

identification/diversion etc. There should not

be any opening at the end of barricade except

at locations approved by Engineer.

(i) Barricades on either side shall be

measured individually.

(ii) Once barricade has been provided and

work started, removal of barricade will not be

permitted till completion of pile, pile cap, pier

and pier caps, portal beams, segment

erection, I girder, erection, till completion of

entire superstructure.

(iii) For 2.0m barricades adequate blinking

lights on barricade during night time must be

ensured. The cost of this item should include

provision for power pack / Genset etc. so as

to ensure the blinking of lights in night time

as long as barricades are in position at the

(iv) After completion of the entire work, the

barricades shall be the property of the

(v) The rates should be all inclusive for

shifting/erecting/re-erecting the barricade

for utility diversion/identification & road

widening/diversions.

(vi) It is specifically highlighted that

barricading provided during construction

shall be limited to 1m to 2m from outer edge

of structure to be constructed.

4 6.00 Providing flood gauge marks on substructure 173.25 Sqm

as per design including painting complete.

5 2.00 Diversion of water course, providing 50000.00 LS

cofferdam and bund or island as may be

necessary for foundation and maintaining the

same for the period as may be necessary.

6 1045.00 Excavation of Foundation in Soft Murrum, 133.00 Cum

Soil or Sand from 0.0 mtr. to 1.50 mtr depth

including dewatering with lifting and laying

in RMC limit as instructed

7 785.00 Excavation of Foundation in Soft Rock from 299.00 Cum

0.00 mtr. to 1.50 mtr depth including

dewatering with lifting and laying in RMC

limit as instructed

8 535.00 Excavation of Foundation in Soft Rock from 343.00 Cum

1.50 mtr. to 3.00 mtr depth including

dewatering with lifting and laying in RMC

limit as instructed

9 685.00 Excavation of Foundation in Hard Rock with 725.00 Cum

Breaker / Blasting /Gann from 1.51 mtr. to

mtr depth includingdewatering withlifting

and laying in RMC limit as instructed

10 450.00 Excavation of Foundation in Hard Rock with 753.00 Cum

Breaker / Blasting /Gann from 3.00 mtr. to

4.50 mtr depth includingdewatering

withlifting and laying in RMC limit as

11 220.00 Foundation filling with CC work in proportion 4626.00 Cum

of 1:2:4 using 1.5 cm to 2.0 cm aggregate

including Ramming, Curing etc.

12 875.00 Providing and casting in situ Ordinary cement 4992.38 Cum

concrete M-20 for Toe Wall including

necessary shuttering laying, vibrating,

ramming and curing complete.

13 CC work M-35 for RCC footing using 6020.00 Cum

aggregate of size 10-20 mm, centring, curing,

finishing etc. complete (without

290.00 reinforcement)

14 32.50 Supplying, Cutting, Bending, Binding and 65000.00 MT

Hooking and binding with wire for RCC work

Tor steel TMT round bar including all cost

tying complete as per detailed drawing.For

RCC Raft & Open foundation.

15 90.00 Providing and filling trenches of Labour 4626.00 Cum

charges - Excavator in rocky strata with

ordinary cement concrete M-15.

16 460.00 Filling available excavated earth (excluding 136.11 Cum

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each deposited layer by

ramming and watering.

17 205.00 CC work M-35 for Column using aggregate of 6900.00 Cum

size 10-20 mm,centring, curing, finishing etc.

complete (without reinforcement) (1) Piers

(2) Abutment (3) RCC return (A) Height Upto

18 28.50 Supplying, Cutting, Bending, Binding and 65000.00 MT

Hooking and binding with wire for RCC work

Tor steel TMT round bar including all

complete as per detailed drawings for the

following. (A) Piers (B) Abutments (C) R.C.C.

19 40.00 CC work M-35 for Beam using aggregate of 6600.00 Cum

size 10-20 mm, centring, curing, finishing etc.

complete (without reinforcement) (1) Pier

Cap (2) Abutment Cap (3) Dirt Wall

20 6.00 Providing and laying in position FE 500D TMT 65000.00 MT

bar reinforcement including cutting, bending,

hooking and tying complete as per detailed

for the following. (A) Abutment cap & Dirt

wall. (B) Pier Cap.

21 555.00 Providing and applying anti carbonation, anti 125.60 Sqm

fading, mold resistant, heat insulating, and

100% acrylic breathable decorative external

waterproof coating of approved shade having

Viscosity @ Room Temperature by Ford cup

No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and

Sp. Gravity @ Room Temperature 1.30+0.1,

tested for carbon dioxide diffusion resistance

properties for coating materials and coating

systems for exterior masonry and concrete as

per DIN EN 1062-6 (2002-2010) by a NBA

Grade "A" accredited institution.

22 175.00 Providing & laying weep hole in Abutments, 89.93 Nos.

and returns by using A.C. pipe of 100 mm

including laying in proper grade and jointing

the completed as per detailed specification.

23 425.00 Providing and filling sand behind abutments 523.22 Cum

and between returns in layers as directed.

24 79.00 Providing and fixing mild steel dowel bars of 445.61 Rmt

minimum 32 mm dia. For anchoring by drilling

holes in foundation strata including necessary

bending, hooking of dowel bars and grouting

the holes complete as per detailed drawing

and as directed.

25 140.00 CC work M35 for RCC Solid slab using 6700.00 Cum

aggregate of size 10-20 mm,centring, curing,

finishing etc. complete (without

26 21.00 Supplying, Cutting, Bending, Binding and 65000.00 MT

Hooking and binding with wire for RCC work

Tor steel TMT round bar including all

complete as per detailed drawing.(A) Solid

Slab. (More than 10 ton)

27 130.00 Providing and applying anti carbonation, anti 125.60 Sqm

fading, mold resistant, heat insulating, and

100% acrylic breathable decorative external

waterproof coating of approved shade having

Viscosity @ Room Temperature by Ford cup

No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and

Sp. Gravity @ Room Temperature 1.30+0.1,

tested for carbon dioxide diffusion resistance

properties for coating materials and coating

systems for exterior masonry and concrete as

per DIN EN 1062-6 (2002-2010) by a NBA

Grade "A" accredited institution.

28 105.00 Carrying out load test of super structure as 168.24 MT

directed including all necessary materials

plant equipement, instruments, labour and

arrangements for test directed.

29 1.00 Providing and casting in situ controlled 5034.42 Cum

cement concrete M30 for R.C.C Architectural

Pylon including formwork curing and

finishing, complete.

30 65.00 Railing work - Providing & fixing 4.0 cm dia GI 1130.00 Rmt

pipe class-B on 100/50/5 mm channel section

at 1.82 to 2.40 m interval with double coat oil

31 8.00 Providing G.I. 100mm diameter water spouts 530.72 Nos.

including necessary iron gratings as per

32 60.00 CC work M30 for RCC Bottom slab using 6000.00 Cum

aggregate of size 10-20 mm, centering,

curing, finishing etc. complete (without

reinforcement) approach slab

33 21.00 RCC work with Wearing coat, curing, rough 5507.02 Cum

finishing etc. complete in the proportion of

34 155.00 RCC work with varing coat, curing, rough 5350.00 Cum

finishing etc. complete in the proportion of

35 24.00 Supplying, Cutting, Bending, Binding and 65000.00 MT

Hooking and binding with wire for RCC work

Tor steel TMT round bar including all (A)

R.C.C. Approch slab, (B) R.C.C Architectural

Pylon. (C) RCC Crash Barrier

36 2.00 Providing and fixing marble slab including 1002.62 Nos.

engraving and painting complete. (i) Size

37 27.00 Providing Pre-moulded asphalt filler joints as 696.56 Rmt

per drawings.(A) 12mm

38 36.00 Providing and fixing in position Mild steel 445.61 Nos.

dowel bars in pier caps or abutments caps for

anchorage in free end as per detailed drawing

including cutting, bending and welding

39 50.00 Painting Two Coats on New Concrete 81.00 Sqm

Surfaces (Painting two coats after filling the

surface with synthetic enamel paint in all

shades on new plastered concrete surfaces) -

For inner face of Kerb

40 11.00 Road marking with hot applied thermoplastic 364.08 Sqm

paints with reflectorising glass beads on

bitumin surface providing and laying a hot

applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @

250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes.

zebra patta /bump patta lane/center line/

edge line/cut patta. The white color marking

should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux

and Asphalt road shall be min

mcd/m2/lux during the service life during the

day time. The marking should meet the

performance criteria for night time

reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of

IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

41 18.00 Cat Eye / Road Stud / RPM: Supplying of 323.00 Each

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

moulded body and reflective panels with

micro prismatic lens capable of providing

total internal reflection of the light entering

the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06.

The height, width and length shall not exceed

20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each

side and the slope to the base shall be 35 +/-

5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter

not less than 19 +/- 2 mm and height not less

than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by

drilling holes on the road for the shanks to go

inside, without nails and using epoxy resin

based adhesive as per manufacturers

recommendation and The color of the marker

should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

42 382.50 Rolling and compaction of Subgrade with 8 T. 32.76 Cum

vibratory roller and filling in depressions

which occur during the process as per details

in tender specification & as directed by

engineer in charge.

43 421.00 Supply & Laying of Hard Murrum 294.00 Cum

44 421.00 Construction of granular sub-base by 1215.00 Cum

providing close graded material, mixing in a

mechanical mix plant at OMC, spreading in

uniform layers with motor grader on

prepared surface and compacting with

vibratory power roller to achieve the desired

density complete (Grade-I)

45 421.00 Construction of granular sub-base by 1145.00 Cum

providing close graded material, mixing in a

mechanical mix plant at OMC, spreading in

uniform layers with motor grader on

prepared surface and compacting with

vibratory power roller to achieve the desired

density complete (Grade-III)

46 35.00 Providing and laying Tar Paper bearing below 46.61 Sqm

solid slab as directed by engineer in charge.

A+B+C Total Amount

A+B+C Total Amount

RAJKOT MUNICIPAL CORPORATION

Name of Work : Construction of Bridge on Om Park Main Road in Ward No.4, Rajkot

for R.M.C RETENDER

Sumitt online only

I/We am/ are willing to carry out to work @ % Above /Below Percentage

(Should be written in Figures and Words) of the Estimated rates mentioned below amount of Tender

Estimated Amount

Put On Tender Rs.2,53,43,457.00 (TOTAL AMOUNT WITHOUT GST)

Put On Tender Rs.2,53,43,457.00 (TOTAL AMOUNT WITHOUT GST)

(In Words Two Crore Fifty Three Lakh Forty Three thousand Four hundred Fifty Seven only)

Put On Tender Rs.2,99,06,000.00 (TOTAL AMOUNT INCLUDING GST)

Put On Tender Rs.2,99,06,000.00 (TOTAL AMOUNT INCLUDING GST)

(In Words Two Crore Ninety Nine Lakh Six Thousand only)

Above/Below % Rs

Signature of Contractor Municipal Commissioner

Rajkot Municipal Corporation