Construction of cement concrete pavement and allied works on Public roads of ward No. 2 (Sagrampura) from Centre Point Building to Lalwadi to Golkivad Masjid for Width up to 18.00 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 Centre Point Building

to Lalwadi to Golkivad Masjid for Width up

to 18.00 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 Centre Point

Building to Lalwadi to Golkivad Masjid 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 Centre Point Building to Lalwadi to

Golkivad Masjid for Width up to 18.00 mtr. wide road in

SHORT DESCRIPTION ESTIMATED COST (Rs.)

Section- 1: SITE CLEARANCE

Section-2 : Milling Work -

Section-3: Earthwork

Section-4: Earthwork In Filling

Section-5: Flexible Pavement -

Section-6: Drainage And Protective Works

Section-7: Cement Concrete Pavement

Section-8 : Miscellaneous

Total of Part 1 to 8

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 Centre Point Building to

Lalwadi to Golkivad Masjid for Width up to 18.00 mtr. wide road in

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

Centre Point Building to Lalwadi to Golkivad Masjid for Width

up to 18.00 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 Centre Point Building to Lalwadi to Golkivad Masjid for

Width up to 18.00 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

No Rate With Amount

Section – 1 Site Clearance

1.01 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. complete

a) Brick / Stone Masonary CUM 21.30 550.40

b) Plain Concrete CUM 21.30 609.26

c) Reinforced Concrete CUM 21.30 1057.85

d) Bituminous Pavement CUM 585.75 288.65

e) Non Bituminous Pavement CUM 2343.00 155.25

1.02 Provision and fixing of traffic signs for Nos 10.00 1800.00

limited period at suitable locations in

construction zone comprising of warning

zone, approach transition zone, working zone

and terminal transition zone with a minimum

distance of 60 cm from the edge of the kerb

in case of kerbed roads and 2 to 3 m from the

edge of the carriageway in case of un-kerbed

roads, the bottom edge of the lowest sign

plate to be not less than 2 m above the road

level, fixed on 60 mm x 60 mm x 6 mm angle

iron post, founded and installed as per

approved design and drawings, removed and

disposed of after completion of construction

work, all as per IRC:SP:55-2001.

1.03 Providing and installation of barricades Sqm 112.50 124.72

including supplying, painting with

fluorescent paint and fixing 1.25mm th. M.S.

CRC Plates with MS Channel ISMC 100 x

mm of 1.8m height and M.S. angle 50 x 50 x

5 mm at 2.5m c/c and dismantling the same

after completion of work as directed by

Engineer and as per site requirements.

1.04 Reuse and shifting of barricades same as per Sqm 112.50 28.32

requirement during construction period and

dismantling the same after completion of

work as directed by Engineer and as per site

VOL II PRICE BID SMC

1.05 Providing, fixing and maintaining the Nos 2.00 3850.00

blinkers at site during construction period as

directed by Engineer-in-charge.

1.06 Provision of metal drum/empty bitumen Nos 10.00 286.00

drum delineator, 300 mm in diameter,

mm high, filled with earth for stability,

painted in circumferential strips of alternate

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

IRC:SP:55-2001.

Permanent Type Barricade in Construction

1.07 Rolling and compaction of excavated surface Sqm 5857.50 6.62

and/or filled surface of subgrade with

watering if required including filling in

depression which ccur during the process,

with vibratory roller 8-10 T capacity until

ubgrade achieve required FDD.

1.08 Carrying out Topographic survey in full KM 0.355 7000.00

width of road showing location of inlet

chamber, machinehole of strom line &

drainage line with total station instrument etc.

on existing road along with level survey of

road for road profile at minimum 15 mt.

class interval with chainage markings on site

including C-Section, L-Section & centre line

marking of roads as per instruction of

engineer in charge.

Total of Section-1

2.01 Milling the existing bituminous pavement Sqm 0.00 67.86

up to a depth of 50 mm by milling machine in

a single cutting depth, to make a uniform

surface without disturbing the base including

diversion of traffic, removing milled

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

2.02 Milling the existing bituminous pavement for

a depth more than 50 mm but up to 100 mm

by milling machine in a single cutting depth

to make a uniform surface without disturbing

the base including diversion of traffic,

removing milled materials and disposal of

milled material to an approved dumping yard

(within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete.

VOL II PRICE BID SMC

2.03 Milling the existing bituminous pavement for

a depth more than 100 mm but up to

mm by milling machine in double cutting

depth to make a uniform surface without

disturbing the base including diversion of

traffic, removing milled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead) including

loading and unloading, all leads and lift, fuel,

lubricant charges etc complete.

Total of Section-2

Section-3 : Earthwork

3.01 Earth work in excavation in all types of strata CUM 2685.784 104.20

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.

Total of Section-3

Section-4: Earthwork in filling

4.01 Earth work in embankment for subgrade and CUM 2795.08 1090.03

shoulders by using mechanical means with

approved material AS HARD MURRUM /

QUARRY SPOIL having 4 days soaked CBR

equal to or more than 12.5%, laying in layers

not exceeding 250 mm loose, breaking clods,

dressing to the required lines, curves, grades,

watering to OMC and compacting to 97%

VOL II PRICE BID SMC

modified Proctor density with vibratory

rollers having minimum 80 - 100 KN static

weight including all leads and lifts etc.

4.02 Providing and filling yellow soil with CUM 0.00 289.06

necessary dumping filling of the trenches of

each layer not exceeding 150 mm depth of

including watering, ramming, consolidation,

labour charge & tests required to be carried

out etc. Complete.

Total of Section-4

Section-5: Flexible Pavement

5.01 Excavation of the soil by means of Disc CUM 0.00 19.84

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of road

and breaking the soil into pieces less than

mm etc.by the use of Rotavator and as

directed by engineer in charge. (200 mm

compacted thickness)

5.02 Supplying Fly ash including collecting, MT 0.00 553.00

carting, stacking and spreading the same as

5.03 Supplying and carting of Hydrated lime MT 0.00 6936.00

(CaO content not less than 70%) and

spreading the same with the excavated soil

and flyash thoroughly by Disc Harrowing or

Rotavator, as the case may be, including

watering etc. complete as directed by

engineer in charge.

5.04 Rolling and compaction of Subgrade with 8 CUM 0.00 33.09

T. vibratory roller and filling in depressions

which occur during the process as directed by

engineer in charge.

5.05 Providing and laying Granular Sub Base CUM 0.00 1456.67

(drainage layer) conforming to grading V of

Table 400-1 of compacted thickness of

mm with specified graded stone metal and

sand mixed in pugmill and laid with

mechanical means spreading with motor

grader and compacting with vibratory roller

having minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all materials, labour, machinery

with all leads and lifts etc., complete.

VOL II PRICE BID SMC

5.06 Providing and laying Wet Mix Macadam CUM 0.00 1616.91

with paver finisher in specified thickness,

each layer not exceeding 100 mm compacted

thickness including premixing in WMM plant

with well graded crushed stone aggregate,

with watering and spreading by mechanical

means to required profile and compacting by

vibratory roller of minimum 80-100 kN static

weight to achieve desired density of 98% of

MDD including all material, labour,

machinery with all leads and lifts etc.

5.07 Supplying and applying Slow Setting-1 (SS- Sqm 0.00 61.63

I) bitumen emulsion confirming to IS

for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per Sq.Meter

area, including all materials, labour,

machinery,test with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

5.08 Supplying and applying Rapid Setting-1 Sqm 0.00 12.50

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

5.09 Providing and laying DENSE GRADED

BITUMINOUS MACADAM as per

gradation and bitumen for mixing shall be

as arrived from mix design, provided in no

case it shall be less than 4.0% for Grade I

and 4.5% for Grade II by wt. of total mix

as binder by batch mix type hotmix plant

and laying by sensor paver finisher including

consolidation by rollers as specified

including providing and operating plant,

sensor paver and machinery, cost of fuel, oil

lubricant and labour charges including cost of

aggregate and filler (if found required as per

mix design)etc complete

(A) 4.50% bitumen (Including cost of MT 0.00 2886.58

5.10 Supplying and applying Rapid Setting-1 Sqm 0.00 11.77

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

VOL II PRICE BID SMC

& as directed by engineer in charge.

5.11 Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

using aggregates as per gradation and

percentage of bitumen for mixing shall be as

arrived from mix design, provided in no case

bitumen percentage shall be less than 5.2%

for Grade I and 5.4% for Grade II by Wt. of

total mix as binder by batch mix type hot mix

plant and laying by sensor paver finisher

including consolidation by rollers as

specified including providing and operating

plant, sensor paver and machinery, cost of

fuel, oil, lubricant and labour charges

including cost of aggragate and filler (if

found required as per mix design) etc.

(A) 5.20% bitumen (including cost of MT 0.00 3175.44

5.12 Collecting, carting and stacking Stone Sqm 0.00 2.41

Duston road side as directed and flushing

the same on Bituminous surfaces at the rate

of 0.30 cmt. per 10 smt. as directed by

Engineer in charge.

5.13 Preparing surfaces by excavating with Sqm 0.00 3.35

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

150mm thick etc. sweeping with brooms and

finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

including carting of excavated stuff from site.

5.14 Picking of the bituminous surface using JCB Sqm 0.00 5.18

excavator or by any mechanical means,

cleaning and removal of loose and unsuitable

material on the road surface including cost of

fuel, oil, lubricant, labour charges and

disposal of loose unsuitable material from

site to the disposal site as directed by

Engineer in charge.

5.15 Carting and conveying of bitumen from

refinery / any depot of oil companies to Surat

including loading unloading in suitable

tanks/drums etc. Complete

a From Koyali refinery MT 0.00 922.41

b From Vapi MT 0.00 757.18

c From Mumbai MT 0.00 1438.73

d From Hazira MT 0.00 262.68

Total of Section-5

VOL II PRICE BID SMC

Section 6: Drainage and Protective Works

6.01 Providing and laying PCC M-15 grade for CUM 336.012 3637.34

embeddment (encassing) 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.

6.02 Providing and casting in situ ordinary cement CUM 25.00 6690.46

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

including centring scaffolding curing and

finishing complete.

(a) Brick work (Modular Type) using common CUM 50.00 4237.00

burnt clay building brick having crushing

strength not less than 35Kg/sq.cm in

foundation and plinth in cement mortar (1:6)

(1 Cement : 6 fine sand) for Utility Chambers

(b) Providing, laying & compacting 150 mm thk CUM 0.00 1064.80

rubble soling for the foundation of the

Utility crossing Chambers

(c) Providing 15 mm thk. Cement plaster 1:3 for Sqm 100.0 237.51

6.04 Providing & supplying heavy duty I.S.I.

mark RCC precast manhole frame with

cover at site as per design for circular

manhole complete

(A) For Circular manhole NOS. 24.00 2294.00

6.05 Raising / lowering manholes to the required

level upto 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

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. 24.00 3826.63

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

Total of Section-6

VOL II PRICE BID SMC

Section-7 : Cement Concrete Pavement

7.01 Providing and laying Granular Sub Base CUM 838.524 1456.67

(drainage layer) conforming to Grading V of

Table 400.2 of compacted thickness of

mm with specified graded stone metal and

sand mixed in pugmill and laid with

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

including all material, labour, machinery with

all leads and lifts etc., complete.

7.02 Providing and laying Dry Lean Concrete CUM 516.416 2937.00

sub base including providing coarse and fine

aggregate to the specified gradation using

minimum cement content 150 kg/cum of

concrete with OPC 53 grade cement, mixing

of concrete as per approved design mix using

mechanized batch mix plant of appropriate

capacity, transporting and laying and

compacting with vibratory roller of 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.,

7.03 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

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

VOL II PRICE BID SMC

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

Short Slab Concrete Pavement (Without CUM 718.536 7,042.00

Dowel Bar but with Sealant)

7.04 Providing & fixing IS Mark TMT Bar FE Kg. 3264.732 76.21

500D reinforcement for R.C.C. workincl.

bending, binding & placing in position etc.

comp. Upto G.L./P.L.

7.05 Supplying and filling fine sand (Pana/Stone CUM 73.936 413.09

Dust/Crush sand) in 25/75 mm (Avg.)

compacted thickness over the base including

necessary compaction, watering etc.

complete. item includes levelling by using

mini rollar/plat vibrator machine and as per

details in tender specification & as directed

by engineer in charge.

7.06 Providing and fixing in the carriageway Sq.m 960.700 965.00

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size &

shape, with approved pattern etc. of 100 mm

thick having average crushing strength of

50 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. (Excluding Sand bed)

7.07 Providing and fixing C.C.M-20 grade pre-

cast Vacumm pressed finished surface kerb

stones of approved design including the cost

of form work and mould (as directed by

engineer incharge),curing etc.complete.The

rate shall also include for erecting and fixing

the pieces in position with necessary

equipments and materials and include the

flush pointing in CM(1:2) for all joints of the

kerb stones. (Sample must be approved)

(A) 600(L)*300(H)*125(Thick) precast RMT 64.000 410.00

vacumm press kerb stone

(B) 300(L)*480(H)*150(Thick) precast RMT 0.000 380.00

vacumm press kerb stone

(C) 600(L)*450(H)*125(Thick) precast RMT 0.000 539.00

vacumm press kerb stone

(D) 600(L)*375(H)*100(Thick) precast RMT 0.000 466.00

vacumm press kerb stone

VOL II PRICE BID SMC

7.08 Providing and laying/fixing cement concrete

cast-in situ/Precast kerb in M-20 grade as per

drawing and as per details in tender

specification, Purchsed from SMC's approved

manufactures list. Setting in line, level and in

truly vertical position, including filling joints

10mm width in C.M. 1:1 (1 Part of cement

part of coarse sand) smooth pointing in C.M.

1:1 (1 Part of cement : 1 Part of stone dust)

including watering, test required to be

carriedout etc. complete and as directed by

Engineer-incharge. including all leads, lifts,

loding & unloding, watering,labour, tests

required to be carried out, machinery,

equipments required to execute this item etc.

complete. (H- Height, W-width T-thickness)

7.09 Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x 380 mm)

purchased from S.M.C.'s approved paver

block manufacturer and setting in line, level

and in truly vertical position, including filling

joints 10mm width in C.M. 1:1 (1 Part of

cement 1 part of coarse sand) smooth

pointing in C.M. 1:1 (1 Part of cement :

Part of stone dust) including watering, test

required to be carriedout etc. complete and as

directed by Engineer-in-charge). including

watering, labour, tests required to be carried

out, machinery, equipments required to

execute this item etc. complete.

(A) For regular edge of footpath RMT 710.000 228.00

(B) For roundling at the edge of footpath (For RMT 0.000 274.00

fanning portion

7.10 Providing and fixing interlocking type

Rubber Moulded cement concrete paver

block of approved shape, design and colour

having 60 mm thickness (M-35), purchased

from SMC's approved paverblock

manufacture only and fixing on fine sand

bedding. Item includes levelling by using

vibratory plates compacted machine. Item

also includes all material colour, equipments,

tools, plants, watering, cleaning etc.

(A) Regular Paver Block (With Colour) Sq.m 887.500 524.00

(B) C & D Waste Paver Block (With Colour) Sq.m 0.000 408.50

7.11 Providing and fixing in position readymade RMT 710.000 408.00

cement concrete Water Drain Channel (

x 300 x 100 mm ) M-30 Grade with all

labour, material, testing charge etc. complete

as per details in tender specification & as

directed by engineer in charge.

VOL II PRICE BID SMC

7.12 Supplying and fixing RCC collar (300 mm Nos. 0.000 60.00

dia) for tree plantation including all taxes,

carting, loading, unloading etc.complete.with

all labour, material charge etc. complete as

perdetails in tender specification & as

directed by engineer in charge.

(A) Tree guard ID 500mm,800 x 800 x 75 No. 0.000 672.00

mm(Type D) ( set 4)

7.13 Removing existing kotah stone flooring in Sq.m 0.000 47.72

mortar and vertical stone kerbing including

stacking of serviceable material carting at

SMC store disposal of unserviceable material

with all lead and lift.

7.14 Providing and applying two coats of synthetic Sq.m 0.000 90.00

enamel paint including primer to kerb as per

technical specifications and as directed by

Engineer-in-charge.

7.15 Providing & laying cement concrete 1:2:4 (1 CUM 3.550 3637.34

cement:2 sand:4 graded stone agg. 20 mm

nominal size)& curing comp. Includ.cost of

form work but exclu. Cost of reinforcement

for reinforced concrete work in : (A)

Foundation,footing, Base of columns and

7.16 Providing and laying cement concrete Precast RM 0.000 380.00

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.

Total of Section-7

Section-8 : Miscellaneous

8.01 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

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. CUM 175.000 89.00

(B) 1.5 Mt. TO 3.00 Mt. Depth CUM 0.000 98.00

VOL II PRICE BID SMC

8.02 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 RM 100.000 370.00

(B) 250 mm dia (NP3 Class) RM 0.000 638.55

(C) 300 mm dia (NP2 Class) RM 0.000 808.85

(D) 300 mm dia (NP3 Class) RM 0.000 891.85

(E) 450 mm dia (NP3 Class) RM 0.000 1557.65

8.03 Providing and constructing rectangular brick No. 10.000 7922.00

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

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.

8.04 Providing & supply of R.C.C. precast M.H. No. 25.000 1733.00

frame & cover-Light duty for house

connection chamber.

8.05 Pavement marking with hot applied

thermoplastic paints of 2.5mm thickness

including reflectorising glassbeads @

250gms per sqm area, thickness of 2.5mm is

exclusive of surface applied glass beads as

per IRC:35. The finished surface to be level,

uniforom and free from streaks & hoels

For Edge line marking of 15cm width Sq.m 146.640 367.72

For Center Line marking of 10cm width Sq.m 29.328 367.72

VOL II PRICE BID SMC

8.06 Supplying of Molded Shank Raised No. 300.000 217.40

Pavement Markers made of polycarbonate

and ABS molded 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 16000 kg 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. 1997. The height, width and length

shall not exceed 50 mm, 100 mm and

mm and with minimum reflective area of

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 +/-

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 manufacturer’s recommendation and

complete as directed by the engineer. (3M or

Equivalent Brand)

8.07 Regulatory / Mandatory Sign :-Providing No. 4.000 3540.12

and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as

per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white

bends. The details of symbol for each board

shall be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg

including excavation, curing etc.complete

under the supervision of engineer in charge.

A warranty for 7 years for the Retro

reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor.

VOL II PRICE BID SMC

8.08 Cautionary Warning Sign :-Providing and No. 4.000 3906.19

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy

of 3 year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting

8.09 Facility Informatory Sign :-Providing and No. 4.000 3990.64

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy

of 3 year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

VOL II PRICE BID SMC

8.10 Direction (Junction) Sign :-Providing and No. 4.000 21287.51

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long

stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle

of 50x50x5mm; painted with bestquality

epoxy coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty

for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy

of 3 year outdoor exposure test report from

third party test lab for the product offered

shall be submitted by contractor. (B) Class-B

Type-4 Retro Reflective sheeting.

8.11 Providing and Fixing RCC precast inlet

chamber cover of M-30 Grade as per

drawing and specification.

8.12 Providing and Fixing RCC precast inlet

chamber frame of M-30 Grade as per

drawing and specification.

8.13 Removing and resetting Existing paver Sq.m 0.000 102.00

block, including all watering leveling,

cleaning, labour & Equipments chagres etc.

complete as per details in tender specification

& as directed by engineer in charge.

8.14 Removing & resetting existing ready made RM 0.000 56.00

C.C.Kerb of strength of required size &

thickness in line,level and truly vertical

position ,including filling joints in

C.M.1:1(1part of cement 1 part of coarse

sand) smooth pointing in C.M.1:1 (1part of

cement : 1 part of stone dust )including

watering etc.complete as directed by

VOL II PRICE BID SMC

engineer-in-charge.

8.15 Providing and fixing steel work welded in Kg. 0.000 90.47

built up section, framed work including

cutting, hoisting and fixing in position and

applying priming coat of red lead paint.

8.16 Providing and applying two coats of synthetic Sq.m 0.000 65.31

enamel paint to Steel railing as per Technical

Specification and as directed by the Engineer.

8.17 Providing and laying in-situ PCC M20 grade CUM 0.000 4146.15

cement concrete in foundations of Railing

including formwork, transporting, placing,

compacting, finishing, curing, etc. complete

with all leads and lifts as per drawing &

specification and as directed by Engineer.

Total of Section-8

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 Centre Point Building to Lalwadi to Golkivad Masjid

for Width up to 18.00 mtr. wide road in Central Zone.

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.