Construction of Road layers from sub grade to binder wearing course and reinstate of trench line falling in Central Zone of surat city by Contractor’s own Batch mix type hot mix plant and WMM plant to be installed within Surat city limit with Manual opert city limit with Manual operator paver finisher with other traffic safety measures. (With Asphalt).

Name of Work:- Construction of Road layers from sub grade to

binder/wearing course and reinstate of trench line

falling in Central Zone of surat city by Contractor's own

Batch mix type hot mix plant and WMM plant to be

installed within Surat city limit with Manual operator

paver finisher with other traffic safety measures. (With

Uploading of tender documents Dt.19/02/2026

Last date of Document Dt.05/03/2026 UP TO 17.00 Hrs.

Last date of Online bid On or Before Dt.05/03/2026 UP TO 18.00 Hrs.

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

[email protected] on or before

Dt.25/02/2026 up to 17:00 Hrs.

Physical submission of EMD, Up to Dt.13/03/2026 up to 17.00 Hrs. at the office of

Tender fee. “Chief 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 Dt.16/03/2026 at 16:00 hrs. on wards if possible (Online)

VOLUME-2 PRICE BID

SURAT MUNICIPAL CORPORATION

Name of Work :- Construction of Road layers from sub grade to

binder/wearing course and reinstate of trench line falling in Central Zone

of surat city by Contractor's own Batch mix type hot mix plant and

WMM plant to be installed within Surat city limit with Manual operator

paver finisher with other traffic safety measures. (With Asphalt).

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.

VOLUME-2 PRICE BID

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Construction of Road layers from sub

grade to binder/wearing course and reinstate of trench

line falling in Central Zone of surat city by

Contractor's own Batch mix type hot mix plant and

WMM plant to be installed within Surat city limit with

Manual operator paver finisher with other traffic

safety measures. (With Asphalt).

3 Percent below / above the estimated rates

VOLUME-2 PRICE BID

SURAT MUNICIPAL CORPORATION

Name of Work :- Construction of Road layers from sub grade to binder/wearing

course and reinstate of trench line falling in Central Zone of surat

city by Contractor's own Batch mix type hot mix plant and

WMM plant to be installed within Surat city limit with Manual

operator paver finisher with other traffic safety measures. (With

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.

7) Where no items are provided, the cost shall be deemed to be distributed among the rates and

prices entered for the related items of work.

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

(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.

VOLUME-2 PRICE BID

(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 project.

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

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 Clause25 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

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.

17) 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 Nos. : Number (s)

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

VOLUME-2 PRICE BID

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

M3 or Cum or cu.m or : Cubic metre

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or MT : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge

Specification(s) Works (last 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.

SIGNATURE OF THE TENDERER.

VOLUME-2 PRICE BID

SURAT MUNICIPAL CORPORATION

TRENCH/CARPET/RECARPET 2025-26

TENDER NOTICE NO. DMC./CZ./15/2025-26, (Work No.06)

S.O.R. 2024-25 Without GST

Name Of Work: Construction of Road layers from sub grade to binder/wearing course and reinstate of

trench line falling in Central Zone of surat city by Contractor's own Batch mix type hot mix plant and

WMM plant to be installed within Surat city limit with Manual operator paver finisher with other

traffic safety measures. (With Asphalt)

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Box cutting the road surface to proper

slop and camber for road work including

a base for road work including removing

the excavated stuff depositing on the

road side to a slop as directed up to

Removing of Existing metalled

grouted road/Asphal Road surface

upto base course including stacking of

1 (A) material upto lead of 50 mt. (Note : 7800.00 288.65 C.M.

Removing of Existing road shall be

Carryout only by Cutter Machine

/Hydraulic Bracker)

Providing cutting of exisiting

bituminous surface upto suitable depth

in line and alignment using

Mechanically operator cutter machine

before excavating existing surface for

utility laying including cost of all type

of machinery, fuel, labour, etc and as

per direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case

may be, upto 240 mm depth for full

2 width of road and breaking the soil into 4250.00 20.33 C.M.

pieces less than 20 mm etc.by the use of

rotavator and as directed by engineer in

charge. (200 mm compacted thickness)

Supplying Fly ash including collecting,

carting, stacking and spreading the same

3 as per details in tender specification & 2125.00 572.00 MT

as directed by engineer in charge.

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Supplying and carting of Hydrated

lime (CaO content not less than 70%)

and spreading the same with the

excavated soil and flyash thoroughly by

4 Disc Harrowing Rotavator or as the case 425.00 6952.00 MT

may be, including watering,Tests

required to be carried out etc. complete

as per details in tender specification &

as directed by engineer in charge.

Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling in

depressions which occur during the

process as per details in tender

specification & as directed by engineer

Providing and laying Granular Sub

Base (drainage layer) conforming to

grading V of Table 400-1 of each layer

not exceeding 200mm thickmess and

compacted thickness as per design &

drawing with specified graded stone

metal and sand mixed in pugmill and

laid with mechanical means spreading

6 with motor grader and compacting with 7000.00 1488.88 CM

vibratory roller having minimum 80-100

kN static weight to achieve desired

density of 98% of MDD 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.

Providing and laying Wet Mix

Macadam with paver finisher in

specified thickness, each layer not

exceeding 200 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, test with all leads and lifts

etc.,complete as per details in tender

specification & as directed by engineer

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Supplying and applying Slow Setting-1

(SS-I) bitumen emulsion confirming to

IS 8887, for application of prime coat

over Wet Mix Macadam at the rate of

8 0.85 kg per Sq.Meter area, including all 42500.00 68.67 SM

materials, labour, machinery,test with

all leads and lifts etc., complete as per

details in tender specification & as

directed by engineer in charge.

Supplying and applying Rapid Setting-

1 (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.

Providing and laying DENSE

GRADED BITUMINOUS

MACADAM (DBM) 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

10 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, tests

required to be carriedout including cost

of aggregate and filler ( If found

required as per mix design)etc complete

(But including cost of providing

@ 4.50% bitumen (including cost of

A bitumen) 6897.00 3443.09 MT

@ 4.00% bitumen (including cost of

B bitumen) 10193.00 3196.65 MT

@ 4.50% bitumen (Excluding cost of

A bitumen) 0.00 1235.23 MT

@ 4.00% bitumen (Excluding cost of

B bitumen) 0.00 1197.86 MT

Supplying and applying Rapid Setting-

1 (RS-I) bitumen emulsion confirming

to IS 8887, for application of Tack coat

11 before application of wearing course at 60500.00 14.24 SM

the rate of 0.25 kg. per Sq. Meter area,

including all materials, labour,

machinery,tests required to be carried

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

out with all leads and lifts etc., complete

as per details in tender specification &

as directed by engineer in charge.

Providing and laying 25mm to 50mm

thick compacted BITUMINOUS

CONCRETE (BC) 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

12 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, tests required to be

carriedout including cost of aggregate

and filler ( If found required as per mix

design)etc complete (But including

cost of providing bitumen)

@ 5.40% bitumen (including cost of

A bitumen) 1296.00 3887.49 MT

@ 5.2% bitumen (including cost of

@ 5.40% bitumen (Excluding cost of

A bitumen) 0.00 1188.77 MT

@ 5.2% bitumen (Excluding cost of

B bitumen) 0.00 1190.79 MT

Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous

13 surfaces at the rate of 0.03 C.M. per 10 120500.00 2.47 SM

smt. as per details in tender

specification & as directed by engineer

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Providing & Laying Bitumen painting

(VG30) by mechanical sprayer on

wearing course(BC)surface using

bitumen @ 5.0kg. / 10.0 S.M. And

spreading stone dust @ 0.03 C.M. /

S.M. On painted surface including

operating cost of contractor's own

equipment, fuel, lubricants, carting of

required materials, all labour and

material cost (including cost of

bitumen) preparing surface by brushing

with wire brushes, sweeping with

mechanical broom / compressed air and

finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

complete as per details in tender

specification & as directed by engineer

Bitumen painting (VG30) (Excluding

14 A cost of bitumen) 0.00 8.67 SM

Preparing surfaces by excavating with

spades, scraping with shovel, brushing

with wire brushes for removing caked

mud up to 150mm thick etc. sweeping

15 with brooms and finally fanning the 46800.00 3.55 SM

cleaned surface with gunny bags to

remove all loose dirt etc. including

carting of excavated stuff from

site.including all lobour & equipment.

Picking of the bituminous surface

using JCB excavator or by any

mechanical means, cleaning and

removal of loose and unsuitable material

16 on the road surface including cost of 15600.00 4.81 SM

fuel, oil, lubricant, labour charges and

disposal of loose unsuitable material

from site to the disposal site as directed

by Engineer in charge.

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

10 cm. deep including stacking the

useful materials and disposing

remaining stuff including loading and

unloading and carting the same within

city limit as directed by Engineer in

Providing, supplying & Fixing heavy

duty I.S.I mark RCC precast

machinehole frame with cover at site

18 as per design for circular machinehole 149.00 2294.00 No.

including labour charge etc., Complete

as per details in tender specification &

as directed by engineer in charge.

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Raising & Lowering Eixsiting

Machineholes (with frames) of drainage,

strom drainage, sever trap chamber,

scraper manhole frame & cover any

utility services up to newly

carpeted/recarpeted road surface

including both of plain cement concrete

ordinary grade 1:1.5:3.(1 Part of cement

19 : 1.5 Part of sand : 3 part of course 900.00 573.66 No.

aggregate) The inside & outside surface

of chamber shall be plastered in cement

mortar 1:3 (1 part of Cement and 3 part

of sand) include lobour required to carry

out the work. and cleaning the bitumen

on the top surface & removing road

material from machinehole etc.

Raising & Lowering up to 10 cm. Inlet

Chamber to the required level up to

DBM/BC including all materials,

formwork including removing existing

20 inlet chamber frame cover and fixing 55.00 701.00 No.

existing inlet chamber frame cover and

removing existing material from inlet

chamber (Add or Deduct Rs.571.00 per

0.10 mt.depth increase OR decrease)

Providing and Fixing RCC Precast

21 Inlet Chamber Cover of M-30 Grade

as Per drawing and Specification

Providing and Fixing RCC Precast

22 Inlet Chamber Frame of M-30 Grade

as Per drawing and Specification

Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading & unloading in

suitable tanks/drums etc. Complete

(without octroi charge applicable from

[1] From Koyali and Savli refinery

(baroda) 0.00 918.96 MT

[2] From Vapi 0.00 755.34 MT

[3] From Mumbai 0.00 1426.54 MT

[4] From Hazira 0.00 265.84 MT

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Providing SEMI DENSE

BITUMINOUS CONCRETE (SDBC)

with aggregates as per gradation and

bitumen for mixing @ 5.50% by Wt.

of total mix as binder by batch mix

type hot mix plant including cost of fuel,

oil, lubricant and labour charges tests

required to be carriedout including cost

of aggregates and including cost of

24 (A) SDBC (Excluding cost of bitumen) 0.00 980.71 MT

Providing and filling yellow soil/mixed

soil with necessary dumping filling of

the trenches of each layer not exceeding

25 150mm depth of not including watering, 0.00 301.78 CM

raming,consolidation,labour charge &

tests required to be carriedout etc.,

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

26 clods, dressing to the required lines, 100.00 1116.41 CM

curves, grades, watering to OMC and

compacting to 97% modified Proctor

density with vibratory rollers having

minimum 80 - 100 KN staticweight

including all lobour, equipments charges

& tests required to be carriedout with all

leads and lifts etc. complete.

Total of Prat-I

27 FOOTPATH, KERB & DIVIDER

Excavating the road surface upto

required depth including removing the

excavated materials and depositing on

the road side upto 50 mt. lead etc.

27.1 complete. Including labour, machinery 50.00 109.41 C.M.

& equipments require to complete this

item and as detailed in tender

specification & as directed by engineer

Dismantling of structures of roadways,

including disposing off unserviceable

material free of cost which will be the

owenrship of contractor or as directed

by the Engineer with all leads and lift

etc. Including labour, machinery &

equipments required to complete this

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

(A) R.C.C. Pardi 10.00 1110.75 C.M.

(B) Removing existing Kotah Stone 200.00 50.11 S.M.

(C) Brick / Stone Masonary 10.00 577.92 C.M.

(D) Plain Concrete 10.00 639.72 C.M.

(E) Bituminious Pavement 100.00 288.65 C.M.

(F) Non Bituminious Pavement 100.00 155.25 C.M.

Preparation of subgrade with

compacting. levelling and consolidation

of subgrade with mini roller/plate

vibrator machine including watering and

filling in depression which occur during

the process. including labour,machinery,

equipments required to execute this item

etc. complete as detailed in tender

specification & as directed by engineer

Providing and laying cement concrete

1:5:10 (1 cement : 5 coarse sand :

graded stone aggregate of 20 mm

nominal size) and curing complete

excluding cost of form work and

reinforcement for reinforced concrete in

vertical and horizontal fins upto floor

two.including labour,machinery,

equipments required to execute this item

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted thickness

over the base including necessary

27.5 compaction, watering etc. complete. 24.00 480.00 C.M.

item includes levelling by using mini

rollar/plat vibrator machine and as per

details in tender specification & as

directed by engineer in charge.

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

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-in-charge).

including watering, labour, tests

required to be carried out, machinery,

equipments required to execute this item

27.6 For regular edge of footpath

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

27.6 For roundling at the edge of footpath

(For fanning portion) 50.00 274.00 R.M.

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 plate vibrator

compactor machine. Item also includes

all material colour, equipments, tools,

plants, curing, watering, cleaning, test

required to be carriedout etc. complete.

27.7 A With Colour 200.00 524.00 S.M.

27.7 B Without Colour 800.00 524.00 S.M.

27.7 With Colour (Produced by C&D

waste) 0.00 408.50 S.M.

27.7 Without Colour (Produced by C&D

waste) 0.00 376.25 S.M.

Providing and setting 50 to 60 mm thick

rouge kotah stone water table in line,

level and in required gradient including

25 mm thick beddcing in C.M. 1:6 (1

Part of cement : 6 Part of coarse sand)

with sufficient ramming consolidation.

27.8 Providing joints in C.M. 1:3 (1 Part of 0.00

cement : 3 Part coarse sand) and smooth

pointing in C.M. 1:1 (1 Part of Cement,

1 Part of coarse sand) including

watering etc. complete and as per details

in tender specification & as directed by

engineer in charge.

27.8 Size : 1' x 1'(40 to 50 mm thick)

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm ) M-

27.9 30 Grade with all labour, material, 50.00 189.00 R.M.

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

27.9 Readymade Water Drain Channel (

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Supplying and fixing RCC collar (300

mm dia) for tree plantation including all

taxes, carting, loading, unloading etc.

27.10 complete.with all labour, material 50.00 60.00 Nos.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

27.10 Tree guard ID 500mm, 800 x 800 x

mm (Type D) (Set 4) 0.00 672.00 Nos.

Providing and applying two coats of

synthetic enamel paint including

27.11 primer to kerb as per technical 1800.00 90.00 S.M.

specifications and as directed by

Engineer-in-charge.

Removing existing kotah stone

flooring in mortar and vertical stone

kerbing including stacking of

serviceable material carting at SMC

store disposal of unserviceable material

with all lead and lift.

Removing and resetting existing

rough kotah stone water table for

footpath in line, level and proper

gradient including 25 mm thick bedding

in CM 1:6 (1 Part of Cement, 6 Part of

coarse sand) with sufficient ramming,

27.13 consolidation, Providing joints in C.M. 50.00 63.89 R.M.

1:3 (1 Cement : 3 Coarse sand) and

smooth pointing in C.M. 1:1 (1 Cement

: 1 Coarse sand) including watering etc.

complete as per details in tender

specification & as directed by engineer

Removing and resetting Existing

paver block, including all watering

leveling, cleaning, labour & Equipments

chagres etc. complete as per details in

tender specification & as directed by

engineer in charge.

Removing and resetting Existing

Ready made C.C.Kerb of strength of

required size & thickness in line, level

and truly vertical position, including

filling joints 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

etc.completed as directed by engineer-

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Excavation for 27 cm wide and 25 cm

deep Gishi in Ashpalt Bitumeneous

road for erection of concrete wall as a

road devider and removal of all

excavated materials / asphalts etc. from

the site as per details in tender

specification & as directed by engineer

in charge at the cost of contractor.

Providing and laying cement concrete

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

as per drawing and as per details in

tender specification & as directed by

engineer in charge with all leads, lifts,

loding & unloding etc. complete.

( i ) 775mm height cement concrete

M-20 grade cast-in-situ/Precast Kerbs &

Fixing for Median as per drawing and as 0.00 1091.00 R.M.

per details in tender specification & as

directed by engineer in charge.

in size cement concrete M-20 grade pre

cast Kerbs & Fixing as per drawing

Purchsed from SMC's approved 0.00 380.00 R.M.

manufactures and as per details in tender

specification & as directed by engineer

Providing and laying cement concrete

cast-in-situ Guard Stone (1:2:4) (

cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size)

including cost of frame work including

curing, labour, machinery, equipments

required to execute this item etc.

complete. Size :- (750 x 350 x 400)

Providing and laying cement concrete

cast-in-situ Guard Stone (1:1/2:3) (

cement : 1/2 coarse sand : 3 graded

stone aggregate of 20 mm nominal size)

27.19 including cost of frame work including 0.00 395.00 No.

curing, labour, machinery, equipments

required to execute this item etc.

complete. Size :- (600 x 225 x 400)

Providing and fixing in the

carriageway 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

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

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

directed by Engineer-In-charge.

(Excluding Sand bed) (At Junctions)

Providing and fixing in the

carriageway Interlocking concrete

pavers uni-shape (monolithic single

layer precast concrete blocks) of any

specified colour / size & shape, with

approved pattern etc. of 80 mm 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.

(Excluding Sand bed) (At Junctions)

Providing and laying cement concrete

1:2:4 ( 1 part of cement, 2 part of coarse

sand, 4 part of graded stone aggregate of

27.22 20 mm nominal size) in proper line and 10.00 3637.34 CM

level including compaction, curing form

work but excluding steel reinforcement

Total of Part-II

28 PAVEMENT MARKING & CAT EYE

Providing and applying 2.50 mm thick

hot applied thermoplastic road

marking of white / yellow colour on

bituminous / concrete surface with fully

automatic machines as per detailed

28.1 drawings / engineers instructions for

Lane markings, edge markings / arrows

including materials, labour charges, tests

required to be carried out etc. complete

as per details in tender specification &

as directed by engineer in charge.

A For Edge line marking of 15cm width 20000.00 367.72 S.M.

For Center Line marking of 10cm

For pedestrian markigns at junctions

C (Zebra Crossing) 0.00 367.72 S.M.

For pedestrian markigns at junctions

D (STOP LINE) 0.00 367.72 S.M.

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

E Letter markigns at junctions 0.00 367.72 S.M.

F Direction arrow markigns at junctions 0.00 367.72 S.M.

G For lane line marking of 15cm width 0.00 367.72 S.M.

Supplying of Molded Shank Raised

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

28.2 and 100 mm and with minimum 0.00 217.40 Nos.

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 manufacturer’s

recommendation and complete as

directed by the engineer. (3M or

Equivalent Brand)

Solar Stud: Supplying of Solar

Raised Pavement Markers made of

polycarbonate molded body with

circular shape, solar powered, LED

self illumination in active mode,

degree illumination and reflective

panels with micro prismatic lens

capable of providing total internal

reflection of the light entering the lens

face in passive mode. The marker shall

support a load of 20000 kg tested in

accordance to ASTM D 4280. The

marker should be resistant to dust and

water ingress according to IP

standards and should withstand

temperatures in the range of 0 C to 70 C.

Color of lighting could be provided in

red or yellow (amber) as per

requirement and typical frequency of

blinking is 1 Hz. There should be

current losses of less than 20 micro-

amperes at 2.4 V in sleep-charging

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

mode to enhance the life of the marker

and a full charge should provide for

a minimum autonomy of 50 hours.

The height, width and length of the

marker shall not be less than 10 mm

x 100 mm x 100 mm. Also, the

surface diameter of the marker shall not

be less than 100 mm respectively. The

weight of the marker shall not exceed

0.5 Kilograms. 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 complete as directed by the

engineer. (3M or Equivalent Brand)

Total of Part-III

29 ROAD SIGNAGES

Cautionary warning sign :- Providing

and fixing sign boards made out of

mm aluminium sheet; size 90 x 90 x

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 retro

refiectivesheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post

29.1 and frame fabricated from suitable size 2.00 3906.19 Nos.

iron angle of 35 x 35 x 3 mm, 75 x 75 x

6 mm as required; painted with best

quality 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 as site

shall be in 1:2:4 CC block of size 45 x

45 x 60 Cms. for each leg.including

excavation, curing etc. complete under

the supervision of engineer in charge.

(B) High Intensity Grade.

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Informatory Signs :- Providing and

fixing sign boards made out of 2 mm

aluminium sheet; size 80 x 60 cms.

rectangle 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

retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1 m long

stand post and frame fabricated from

29.2 suitable size iron angle of 35 x 35 x 3 2.00 3990.64 Nos.

mm, 75 x 75 x 6 mm as required;

painted with best quality 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

block of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of

engineer in charge. (B) High Intensity

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

cms. diameter circle as per design of

IRC 67-1977. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post

29.3 and frame fabricated from suitable size 1.00 3540.12 Nos.

iron angle of 35 x 35 x 3 mm, 75 x 75 x

6 mm as required; painted with best

quality 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 block of size 45 x

45 x 60 Cms. for each leg. including

excavation, curing etc. complete under

the supervision of engineer in charge.

(B) High Intensity Grade.

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Direction sign (Junction board) :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

x 122 cms. rectangle 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 retro

refiectivesheeting as per latest M.O.S.T.

Specifications; Letters and numerals

should be as per IRC -30-1968, 3.1 m

long ( 2 nos ) stand post and frame

fabricated from suitable size iron angle

required; painted with best quality

epoxy coatings in black and white

bends. The details of symbol or

inscription / numerals for each board

shall be as per the instruction of

engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x

45 x 60 Cms. for each leg.including

excavation, curing etc. complete under

the supervision of engineer in charge.

(B) High Intensity Grade.

Providing Supplying & Fixing jumbo

swiss type traffic bollard made out of

1.5 mm thick CRC sheet in conical

shape having 188cms, bottom dia

30cms, top dia 22cms, with top circular

direction plate of 30cms dia for arrow

fabricated as per attached drawing and

29.5 coated with black epoxy powder coating 1.00 3729.97 Nos.

and Retro reflectorised three yellow

strip 15cms wide and arrow Micro

Prismatic grade sheeting as per ASTM

4956-09 Type-XI Fixing with cement

concrete M-25 grade, Foundation size

30cm*30cm*35cm as per the instruction

of Engineer in charge.

Total of Part-IV

30 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades

including supplying, paiting with

flourscent paint/white paint and fixing

CGI sheet 24 SWG of required height as

per site condition and M.S. angle of

required size to restain at 2.5 mt. c/c

and dismantalling the same after

completion of work and allowing for

movement of traffic as per drawing and

as per instruction from engineer in

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Reuse of the above barricades in item

30.2 24.1 for traffic safety purpose without 1100.00 28.32 SM

procuring new barricades.

Provision and fixing of traffic signs for

limited period at suitable locations as

per requirement during the construction

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.

Provision of metal drum/empty

bitumen drumdelineator, 300 mm in

diameter, 800 mm high, filled with earth

30.4 for stability, painted in circumferential 250.00 286.00 Nos.

strips of alternate black and white

mm wide fitted with reflectors 3 Nos of

7.5 cm dia, all as per IRC:SP:55-

Carrying out Topographic survey in

full width of road showing location of

inlet chamber, manhole of strom line &

drainage line with total station

instrument etc. on existing road along

30.5 with level survey of road for road 1.00 8800.00 Km

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.

Supplying and fixing the necessary

blinkers, delineators, trafic cones, etc

as per site requirement and as directed

by engineer in charge

A Delineators 0.00 850.00 Nos.

B Traffic cones, Etc. 100.00 501.00 Nos.

C Blinkers 0.00 3850.00 Nos.

Provision of Solar Blinkers For

barricading for limited period at suitable

locations as per requirement during the

construction in construction zone

comprising of warning zone, approach

transition zone, working zone and

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

terminal transition zone Etc.

Total of Part-V

31 MILLING WORK OF ROAD SURFACE

Milling the existing bituminous

pavement 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

31.1 diversion of traffic, removing milled 5000.00 67.86 SM

materials and disposal of milled material

to an approved dumping yard (within

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc. complete.

Milling the existing bituminous

pavement for a depth more than

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

Milling the existing bituminous

pavement for a depth more than

mm but up to 200 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

VOLUME-2 PRICE BID

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

Milling the existing bituminous

pavement for a depth more than

mm but up to 300 mm by milling

machine in three 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

Milling the existing concrete pavement

for a depth up to 50 mm by milling

machine including diversion of traffic,

removing milled materials and disposal

31.5 of milled material to an approved 0.00 176.38 SM

dumping yard (within 12 km lead)

including loading and unloading, all

leads and lift, fuel, lubricant charges etc.

Total of Part-VI

TOTAL OF PART I + PART II + PART III + PART IV + PART V + PART-

SIGNATURE OF THE CONTRACTOR EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

VOLUME-2 PRICE BID

SURAT MUNICIPAL CORPORATION

Name of Work:- Construction of Road layers from sub grade to binder/wearing

course and reinstate of trench line falling in Central Zone of

surat city by Contractor's own Batch mix type hot mix plant and

WMM plant to be installed within Surat city limit with Manual

operator paver finisher with other traffic safety measures. (With

I/we hereby tender to execute the above mentioned work in accordance with the accompanying

specification and conditions in consideration of payment being made for the quantity of work to

be executed at PAR/at___________ % (percent) in words________________________________

percent BELOW/ABOVE the amount worked out at the rate entered in column 4 and as per the

total as above.

Final total cost tendered as per the rate quoted above will be Rs............................ in words

accordance in all respects with the specification, design and instructions in writing as per the

terms and conditions specified in the bid document including Schedule A & B.

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

VOLUME-2 PRICE BID