Construction of cement concrete pavement and allied works on Public roads of ward No. 2 (Sagrampura) from Uadhana Darwaja to Chhajed Char Rasta to Putali for Width up to 12.00 mtr. wide road in Central Zone.

Name of Work:- Construction of cement concrete pavement

and allied works on Public roads of ward No.

2 (Sagrampura) from Uadhana Darwaja to

Chhajed Char Rasta to Putali for Width up to

12.00 mtr. wide road in Central Zone.

Uploading of tender documents 16/01/2026

Last date of Document 27/01/2026 UP TO 18.00 Hrs.

Last date of Online bid 27/01/2026 UP TO 18.00 Hrs.

Online query Bidder shall have to post there queries on E mail address

[email protected] on or before 22/01/2026 up to

NO PRE BID MEETING (Bidder

Bidder shall have to post there

Pre bid Meeting queries on E mail address [email protected] on

or before 22/01/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 04/02/2026, 18.00 Hrs. at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation, Muglisara, by

Speed Post/RPAD only.” In sealed cover duly super scribed

with name of work and tender notice no.

Opening of Technical bid Probable 05/02/2026 after 16:00 hrs. in the office of

(Online) R.D.D., Muglisara, Surat Municipal Corporation

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

NAME OF WORK :- Construction of cement concrete pavement and allied works

on Public roads of ward No. 2 (Sagrampura) from Uadhana

Darwaja to Chhajed Char Rasta to Putali for Width up to

mtr. wide road in Central Zone.

I/We the undersigned do hereby tender for carrying out the work described in the schedule

below subject to the condition annexed.

Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and

provisions of specifications and conditions of contract annexed hereto so far as they are

applicable and default thereof to forfeit and pay to the Municipal Corporation the sum of

money mentioned in the said conditions.

The earnest money deposited by me/us with tender may be forfeited to the said Municipal

Corporation if I/We do not deposit the full amount of security deposit, in accordance with

the clause (1) of the said conditions of contract.

EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOL II PRICE BID SMC

Name of the Work: Construction of cement concrete

pavement and allied works on Public roads of ward No.

(Sagrampura) from Uadhana Darwaja to Chhajed Char Rasta

to Putali for Width up to 12.00 mtr. wide road in Central

SHORT DESCRIPTION ESTIMATED COST (Rs.)

Section – 1 Site Clearance

Section-2 : Earthwork

Section-3: Earthwork in filling

Section 4: Drainage and Protective Works

Section-5 : Pavement

Total of Part 1 to 5

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

TENDER NOTICE NO.CE/RDD/10/2022-23 (Work No.01)

Name of work: Construction of cement concrete pavement and allied works on Public

roads of ward No. 2 (Sagrampura) from Uadhana Darwaja to Chhajed

Char Rasta to Putali for Width up to 12.00 mtr. wide road in Central

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction of cement concrete pavement and

allied works on Public roads of ward No. 2 (Sagrampura) from

Uadhana Darwaja to Chhajed Char Rasta to Putali for Width up

to 12.00 mtr. wide road in Central Zone.

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction of cement concrete pavement and allied works on Public roads of ward

No. 2 (Sagrampura) from Uadhana Darwaja to Chhajed Char Rasta to Putali for Width

up to 12.00 mtr. wide road in Central Zone.

BILL OF QUANTITIES

1) The Bill of Quantities shall be read in conjunction with the Instructions to Bidders,

General and Special Conditions of Contract, Technical Specifications and Drawings.

2) The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the contractor and verified

by the Engineer.

3) The bidder must quote his rate above / below the estimated rate specified in the Bill of

Quantities part for each item of work both in words and figures.

4) The rates and prices quoted in Bid in the priced Bill of Quantities, except in so far as

it is otherwise provided under the Contract, include all constructional plant, labour,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

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.

5) All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees

(Rs) rounded to the nearest whole number.

6) The whole cost for complying with the provisions of the Contract shall be included in

the items provided in the Bill of Quantities. Where no items are provided, the cost

shall be deemed to be distributed among the rates and prices entered for the related

8) After adjusting the bid prices as stated above, final bid evaluation will be done as

(a) Bidder needs to quote in percentage of rates (above /below as indicated in

BOQ) for each part of BOQ. It is mandatory for further evaluation of bids &

payment. Payment of items of each part of BOQ shall be made as per quoted

percentage for each part of BOQ.

(b) Successful bidder will be decided based on overall percentage quoted

above/below of Total estimated amount as indicated in Vol-II for the complete

9) General directions and descriptions of work and materials are not necessarily repeated

nor summarized in the Bill of Quantities. Reference to the relevant sections of the

contract documentation shall be made before entering prices against each item in the

priced Bill of Quantities.

VOL II PRICE BID SMC

10) The method of measurement of completed work for payment shall be in accordance

with the requirements as stated in the individual sections of the Technical

Specifications.

11) Errors will be corrected by the Employer for any arithmetical errors pursuant to

Clause 25 of the Instructions to Bidder.

12) The specification numbers stated in the detailed description of items of works against

each item are indicated for guidance of the Bidders. However, any of the specification

alluded to the specifications referred to in the Bill of Quantities and / or

any other specifications from Vol.3 “Technical Specifications” which in the

opinion of the Engineer are applicable for a particular item is deemed to have

been included in the scope of item and fully covered by the rates quoted for the items.

In case of any discrepancies between provisions stated in the description of

individual items and those covered by the technical specifications, the

provisions in the description of item shall have preference.

13) Rock is defined as all materials which in the opinion of the Engineer, require blasting

or the use of metal wedges and sledge hammers or the use of compressed air drilling

for its removal.

14) All concrete items above and including M-15 shall be controlled concrete only.

15) Grouping of items under subheads of different sections is done in Part B BOQ for the

convenience. Any item from any section can be considered for operation in any other

section as indicated as directed by the Engineer.

16) The units of measurement described in the Bill of Quantities are metric units.

Abbreviations used in the Bill of Quantities are as follows :

ABBREVATIONS: FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

nr. or No. or nos or : Number (s)

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

M2 or Sq.m or Sq.m : Square metre

M3 or Cum or cu.m : Cubic metre

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge Works (last

VOL II PRICE BID SMC

Specification(s) revision) issued by the Ministry of Surface Transport

(Roads Wing), Government of India.

ASP : Additional Technical Specification

BIS : Bureau of Indian Standards

Prov. : Provisional

P.O.L. or POL : Petrol, Oil and Lubricants

Veh. Month or Veh : Vehicle month

month : Calendar month

FRL : Finished Road Level

Veh. Km : Vehicular Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

VOL II PRICE BID SMC

Description of ITEM Unit Quantity

Section – 1 Site Clearance

1.1 Dismantling of structures on roadway,

including disposal of unserviceable material

and utilising the seviceable material free of

cost in permanent works as directed by the

Engineer with all leads and lifts etc.

a) Brick / Stone Masonary Cum 55.00 550.4

b) Plain Concrete Cum 55.00 609.26

c) Reinforced Concrete Cum 65.00 1057.85

d) Bituminous pavement Cum 470.00 288.65

e) Non Bituminous pavement Cum 1870.00 155.25

1.2 Rolling and compaction of excavated

surface and/or filled surface of subgrade with

watering if required including filling in

depression which occur during the process,

with vibratory roller 8-10 T capacity until

subgrade achieve required FDD.

Total of Section-I

Section-2 : Earthwork

2.1 Earth work in excavation in all types of strata

other than rock for drains and channels etc.,

including dressing of bottom and sides of

trenches, stacking the excavated spoil, clear

from the edge of excavation including

backfilling & disposal of surplus spoil as

directed by the Engineer with all leads and

lifts etc. complete.(other then B.T.)

Total of Section-II

Section-3: Earthwork in filling

3.1 Earth work in embankment for subgrade and

shoulders by using mechanical means with

approved material AS HARD

MURRUM/QUARRY SPALL having 4 days

soaked CBR equal to or more than 8%,

laying in layers not exceeding 250 mm loose,

breaking clods, dressing to the required lines,

curves, grades, watering to OMC and

compacting to 97% modified Proctor density

with vibratory rollers having minimum 80 -

100 KN static weight including all leads and

lifts etc. complete.

Total of Section III

VOL II PRICE BID SMC

Section 4: Drainage and Protective Works

4.1 Providing and laying PCC M-15 grade for

embedment (encasing) of water pipelines

with the maximum size of coarse aggregate

20 mm including necessary form work,

mixing, vibrating, curing by sprinkling /

ponding of water for 14 days etc. complete.

4.2 Providing and casting in situ ordinary cement

concrete M 20 for R.C.C. solid slab including

centering scaffolding curing and finishing

4.3(a) Brick work (Modular Type) using common

burnt clay building brick having crushing

strength not less than 35Kg/sq.cm in Cum 9.00 4,237.00

foundation and plinth in cement mortar (1:6)

(1 Cement : 6 fine sand) for Utility Chambers

4.3(b) Providing, laying & compacting 150 mm thk

rubble soling for the forundation of the Cum - 1,064.80 -

Utility crossing Chambers

4.3(c) Providing 15 mm thk. Cement plaster 1:4 for

4.4 Providing & supplying heavy duty I.S.I. mark

RCC precast manhole frame with cover at

site as per design for circular manhole Nos. 30.00 2294.00

(A) For Circular manhole

4.5 Raising / lowering manholes to the required

level up to FRL of PQC including all

materials, formwork and with 16 cm thick

M20 CC coping under frames of manhole,

including removing existing manhole frame

cover and fixing existing manhole frame &

cover or fresh heavy duty I.S.I. mark RCC

precast manhole frame with cover if required,

curing etc. complete as specified and as Nos.

directed and item also includes all safety

measures like cover the manhole with M.S.

plate during execution of each layer of C.C.

pavement and cleaning the manhole from all

road debris falled inside the manhole during

construction activity & certified the same

from engineer in charge abut cleaned

(1) For the depth upto 875mm Nos. 30.00 3826.63

(2) For the depth upto 425mm Nos. 0.00 2146.80 -

Total of Section IV

Section-5 : Pavement

5.1 Providing and laying Granular Sub Base

(drainage layer) conforming to Grading II of

Table 400.2 of compacted thickness of

mm with specified graded stone metal and

sand mixed in pugmill and laid with Cum 758.00 1,456.67

mechanical means spreading with motor

grader and compacting with vibratory roller

having minimum 80-100KN static weight to

achieve desired density of 98% of MDD

VOL II PRICE BID SMC

including all material, labour, machinery with

all leads and lifts etc., complete.

5.2 Providing and laying Dry Lean Concrete sub

base including providing coarse and fine

aggregate to the specified gradation using

minimum cement content 150 kg/cum of

concrete with OPC 43 grade cement, mixing

of concrete as per approved design mix using

mechanized batch mix plant of appropriate

capacity, transporting and laying with self

propelled paver with electronic sensor device

and compacting with vibratory roller of Cum 465.00 2,892.00

minimum 80-100KN static weight to give

desired compacted density and average

compressive strength of 10MPa at 7 days and

curing with liquid curing compound and

sprinkling water and covering with moist

hessian or ponding of water for 7 days

including providing construction joints,

including all material, labour, machinery with

all leads and lifts etc., complete

5.3 Providing and laying Short Slab Concrete

Pavement Quality Concrete of M 40 grade

including providing 125 micron thick

impermeable plastic sheet membrane over the

surface to be covered, coarse and fine

aggregates of specified gradation (Table

600.3 MORT&H Rev 5th 2013 specification)

Portland pozzolana cement (PPC 53)

conforming to (IS: 1489 – Part 1) @ 400 kg

(minimum) per cum, approved admixture and

adding Recron 3S or BS EN 14889- 2:

class lamicro fibers @ 910 gm/cu.mt by

volume of fibers confirming to IRC SP 046-

2013 cementatious material mixing in fully

automatic concrete batching plant of

appropriate capacity & with computerized Cum

controls, as per the design mix to the

specified workability, transporting the mix

with dumpers or transit mixers and laying

with self propelled slip form paving train of

required capacity having electronic sensor

device, curing with approved resin based

aluminized reflective curing compound and

covering with moist hessian and ponding and

sprinkling of water for a minimum period of

28 days and including auto setup of tie bars

inserted with paving machine, tie bars, all

types of joints and finishing to the desired

surface texture including all material, labour,

machinery, formwork with all leads and lifts

Road (With tie bar and Dowel bar) Cum 700.00 7042.00

5.4 ( i )Providing and fixing in the carriageway

Interlocking concrete pavers unishape

(monolithic single layer precast concrete Sqm 880.00 524.00

blocks) of any specified colour / size &

shape,with approved pattern etc. of 60 mm

VOL II PRICE BID SMC

thick having average crushing strength of

N/mm2 on average thickness of 45 mm

uniformly graded river sand cushioning with

properly compacted with mechanical

compactor with required level, grade and

camber etc. complete as directed by

Engineer-In-charge (With colour)

5.4.1 Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size & Sqm

shape, with approved pattern etc. of 100 mm

thick having average crushing strength of

N/mm2 (Excluding Sand bed) (At Junctions)

AT JUNCTION 720.00 965.00

5.4.2 Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size & Sqm - 714.00 -

shape, with approved pattern etc. of 80 mm

thick having average crushing strength of

N/mm2 (Excluding Sand bed) (At Junctions)

5.5 Providing and laying cement concrete Precast

kerb/ cast- in-situ kerb in M-20 grade

concrete as per drawing purchased from

SMC's approved Manufacturer' if precast

kerb laying and as directed by Engineer with

all leads, lifts etc. complete.

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size

M-20 grade pre cast Kerbs for Fixing at edge

of PQC as per drawing and as directed by

Engineer with all leads, lifts etc. complete.

5.6 Providing, Laying and jointing on true line

and level UPVC pipe (SCH-40) line of

Prince/Supreme/Jain/ Astral/Tulsi/Finolex

make including fittings make or equivalent as

approved by angineer-in-charge. Pipe shall be

fixed on the wall the help of clamp at every

two meter C/C or shall be concealed as

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including

cost of all materials.

(A) 15 mm dia. Rmt 45.00 72.65

(B) 25 mm dia. Rmt 45.00 91.84

5.7 Providing and fixing brass ferrule of

approved make of following sizes inclusive

of all taxes, insurance, transportation etc.

5.8 Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per

required gradient and line including safety

provisions using site rails and stacking

VOL II PRICE BID SMC

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. depth from G.L. (Total

Length * 50%-both Side)

(B) 1.5 Mt. TO 3.00 Mt. Depth CM - 119.60 -

5.9 Providing , Carting, Conveying, Stacking,

Lowering, Laying and Jointing of ISI

Standard R.C.C.pipes conforming to relevant

IS Code & marked on it in standard lengths

of following class and diameter suitable for

either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. complete.

Note: One rubber ring should be supplied

with each full length socketed pipe, cost

included in rates below.

(A) 150 mm dia (NP2 Class)-For Connection

Line (Total Length * 50%)

(B) 250 mm dia (NP3 Class) Rmt - 638.55 -

(C) 300 mm dia (NP3 Class) Rmt -

5.9 Providing , Carting, Conveying, Stacking,

Lowering, Laying and Jointing of ISI

Standard R.C.C.pipes conforming to relevant

IS Code & marked on it in standard lengths

of following class and diameter suitable for

either collar joints or rubber ring joints

including all taxes, insurance, transportation,

freight charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc. complete.

5.10 Providing and constructing rectangular brick

masonry chamber for house connection as

per type design in brick masonry in C. M. 1:3

including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and No. - 7,922.00 -

outside plastering in C. M. 1:3 coping in

M200 and fixing RCC precast manhole frame

and covers, but Excl. supply of manhole and

cover etc. complete excl. excavation.

5.11 Providing & supply of R.C.C. precast M.H.

frame & cover-Light duty for house No. 100.00 1,733.00

connection chamber.

5.12 Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type "B") of

Prince/ Supreme/ Jain/ Astral/ Tulsi/Finolex

make for soil and waste discharge system at

all floor levels incl. All fixtures like bends,

tees, shoe etc. jointed with resin of approved

brand & manufacture etc. comp. (M.R.)

VOL II PRICE BID SMC

Providing & laying in trenches galvanized

mild steel tubes (medium grade) TATA /

ZENITH / ASIAN / JINDAL MAKE of the

following nominal bore & tube fittings etc.

Total of Section V

Grand Total Rs.

Grand Total Rs.

Note:--Above All Rates are exclusive of GST.

STAMP & SIGNATURE OF BIDDER

Executive Engineer

Surat Municipal Corporation

VOL II PRICE BID SMC

FORM OF PRICE BID

(To be submitted Online through www.smc.nprocure.com)

Name of the Work: Construction of cement concrete pavement and allied works on Public

roads of ward No. 2 (Sagrampura) from Uadhana Darwaja to Chhajed Char Rasta to Putali

for Width up to 12.00 mtr. wide road in Central Zone.

Add.City Engineer,

On behalf of Surat Municipal Corporation,

Mughal Sarai, Surat, Gujarat.

1. Having examined the Conditions of Contract, Technical Specifications, Bill of Quantities,

Drawings and Addenda for the execution of the above-named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Drawings and Addenda, Bill of Quantities

estimates of Employer and its summary provided hereunder for percentage rate contract.

2. My/ Our offer works out as under:

A. Tender Estimates:

B. Add/Deduct_________________________________% above / below

D. Net Amount (in figure) in Rs.

E. Net Amount (in words) in Rs.

3. We acknowledge that we agreed to contract conditions and technical specification,

drawings, scope and all terms and conditions of this Tender and it forms part of our Bid.

4. Our offer is inclusive of all taxes.

5. The rates quoted include all constructional plant, labour, supervisions, materials, all

temporary works and false works, construction, erection, maintenance, establishment and

overhead charges, profit, any taxation and levies, 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.

6. We undertake, if our Bid is accepted, to commence the Works on Site within the period

stated contract conditions after receipt of an order of the Executive Engineer’s notice to

commence, and to complete and deliver the sections and the whole of the Works comprised

in the Contract within the period stated in the Conditions of Contract.

7. If our Bid is accepted, we will furnish Performance Security(ies) as per Tender

requirement to be severally bound on us in accordance with the Conditions of Contract.

VOL II PRICE BID SMC

8. We agree to abide by this Bid for the period of one hundred and twenty (120) days from

the opening of Price Bid, and it shall remain binding upon us and may be accepted at any

time before the expiry of that period.

9. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

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

11. The Executive Engineer, Surat has right to reject any or all bids without giving any

Seal and Signature of the Bidder

1. Prices shall be quoted by the bidder in Indian Rupee.

2. Where there is a discrepancy between the rate in figures and words, the rates in words will

3. Correction of errors as per the clause 27 of ITB specified in Volume – 1 of Tender

4. The Contractor will have to maintain the adequate inventory of material required for Work

so to timely completion of Work.