CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB GRADE TO BINDER WEARING COURSE BY CONTRACTORS OWN BATCH MIX TYPE HOT MIX PLANT AND WMM PLANT TO BE INSTALLED WITHIN SURAT CITY LIMIT WITH SENSOR OPERATED PAVER FINISHER AND MICRO SURFACING WORK OF TYPE-III or TYPE-II ON VARIOUS ROADS BRIDGES WITH CONTRACTORS OWN MACHINE AND MOBILE LABORATORY ON ROADS HAVING WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ (RANDER) OF SURAT CITY INCL. CONST. REPAIR OF FOOTPATH, DIVIDER, JUN. PAVER BLOCK, GARD STONE,WATER TABLE AND PRO. & LAY. /FIXING OF PAVEMENT MARKING, ROAD STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC SAFETY MEASURES. (Work no- 03)

Name of Work:- CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB

GRADE TO BINDER / WEARING COURSE BY

CONTRACTOR'S OWN BATCH MIX TYPE HOT MIX PLANT

AND WMM PLANT TO BE INSTALLED WITHIN SURAT CITY

LIMIT WITH SENSOR OPERATED PAVER FINISHER AND

MICRO SURFACING WORK OF TYPE-III&/or TYPE-II ON

VARIOUS ROADS/BRIDGES WITH CONTRACTORS OWN

MACHINE AND MOBILE LABORATORY ON ROADS HAVING

WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ (RANDER)

OF SURAT CITY INCL. CONST. / REPAIR OF FOOTPATH,

DIVIDER, JUN. PAVER BLOCK, GARD STONE,WATER TABLE

AND PRO. & LAY. /FIXING OF PAVEMENT MARKING, ROAD

STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC SAFETY

MEASURES. (Work no- 03)

Uploading of tender documents Dt-22/06/2026

Last date of Document Dt-10/07/2026 UP TO 16.00 Hrs.

Last date of Online bid Dt-10/07/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 30/06/2026 up to

Pre bid Meeting -

Physical submission of EMD, During Dt.22/06/2026 to Dt.20/07/2026 to 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 Probable Dt - 11/07/2026 10:00 hrs. onward

SURAT MUNICIPAL CORPORATION

WEST ZONE (RANDER)

NAME OF WORK :- CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB GRADE

TO BINDER / WEARING COURSE BY CONTRACTOR'S OWN

BATCH MIX TYPE HOT MIX PLANT AND WMM PLANT TO BE

INSTALLED WITHIN SURAT CITY LIMIT WITH SENSOR

OPERATED PAVER FINISHER AND MICRO SURFACING WORK OF

TYPE-III &/or TYPE-II ON VARIOUS ROADS/BRIDGES WITH

CONTRACTORS OWN MACHINE AND MOBILE LABORATORY ON

ROADS HAVING WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ

(RANDER) OF SURAT CITY INCL. CONST. / REPAIR OF

FOOTPATH, DIVIDER, JUN. PAVER BLOCK, GARD STONE,WATER

TABLE AND PRO. & LAY. /FIXING OF PAVEMENT MARKING,

ROAD STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC SAFETY

MEASURES. (Work no- 03)

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

WEST ZONE (RANDER)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for CONSTRUCTION OF BITUMEN ROAD

LAYERS FROM SUB GRADE TO BINDER / WEARING

COURSE BY CONTRACTOR'S OWN BATCH MIX TYPE

HOT MIX PLANT AND WMM PLANT TO BE INSTALLED

WITHIN SURAT CITY LIMIT WITH SENSOR

OPERATED PAVER FINISHER AND MICRO

SURFACING WORK OF TYPE-III &/or TYPE-II ON

VARIOUS ROADS/BRIDGES WITH CONTRACTORS

OWN MACHINE AND MOBILE LABORATORY ON

ROADS HAVING WIDTH 24.0 MTS. AND ABOVE

FALLING IN WZ (RANDER) OF SURAT CITY INCL.

CONST. / REPAIR OF FOOTPATH, DIVIDER, JUN.

PAVER BLOCK, GARD STONE,WATER TABLE AND

PRO. & LAY. /FIXING OF PAVEMENT MARKING, ROAD

STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC

SAFETY MEASURES. (Work no- 03)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

WEST ZONE (RANDER)

NAME OF WORK :- CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB GRADE TO

BINDER / WEARING COURSE BY CONTRACTOR'S OWN BATCH MIX TYPE HOT MIX

PLANT AND WMM PLANT TO BE INSTALLED WITHIN SURAT CITY LIMIT WITH SENSOR

OPERATED PAVER FINISHER AND MICRO SURFACING WORK OF TYPE-III &/or TYPE-II

ON VARIOUS ROADS/BRIDGES WITH CONTRACTORS OWN MACHINE AND MOBILE

LABORATORY ON ROADS HAVING WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ

(RANDER) OF SURAT CITY INCL. CONST. / REPAIR OF FOOTPATH, DIVIDER, JUN.

PAVER BLOCK, GARD STONE,WATER TABLE AND PRO. & LAY. /FIXING OF PAVEMENT

MARKING, ROAD STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC SAFETY MEASURES.

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.

(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 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.

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 meter

KM or km : Kilometer

hct./ha : Hectare

M2 or Sq.m or Sq.m or : Square meter

M3 or Cum or cu.m or : Cubic meter

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tone or T or MT : Metric Tone

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge Works

Specification(s) (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 Kilometer

TS : Technical Specification

EXECUTIVE ENGINEER

WEST ZONE (RANDER)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

WEST ZONE (RANDER)

CARPET/RECARPET 2026-27

TENDER NOTICE NO. Addi. City Engineer/West Zone /03/2026-27 [Work no- 3]

Name of Work:- CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB GRADE

TO BINDER / WEARING COURSE BY CONTRACTOR'S OWN

BATCH MIX TYPE HOT MIX PLANT AND WMM PLANT TO BE

INSTALLED WITHIN SURAT CITY LIMIT WITH SENSOR

OPERATED PAVER FINISHER AND MICRO SURFACING WORK

OF TYPE-III &/or TYPE-II ON VARIOUS ROADS/BRIDGES WITH

CONTRACTORS OWN MACHINE AND MOBILE LABORATORY ON

ROADS HAVING WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ

(RANDER) OF SURAT CITY INCL. CONST. / REPAIR OF

FOOTPATH, DIVIDER, JUN. PAVER BLOCK, GARD STONE,WATER

TABLE AND PRO. & LAY. /FIXING OF PAVEMENT MARKING,

ROAD STUDS, ROAD SIGNAGES WITH OTHER TRAFFIC SAFETY

MEASURES. (Work no- 03)

BOQ TO BE FILLED BY BIDDER (ONLINE)

Note:- SOR Rate without GST & With Cess

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Box cutting the road surface to proper slop

and camber for road work including a base

1 for road work including removing the 38000.00 109.41 C.M.

excavated stuff depositing on the road side

to a slop as directed up to 50.0 mt. Lead.

Removing of Existing metalled grouted

road/Asphal Road surface upto base

course including stacking of material upto

lead of 50 mt. (Note : 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

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of

2 road and breaking the soil into pieces less 13000.00 20.33 C.M.

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 as

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

per details in tender specification & as

directed by engineer in charge.

Supplying and carting of Hydrated lime

(CaO content not less than 70%) and

spreading the same with the excavated soil

and flyash thoroughly by Disc Harrowing

4 Rotavator or as the case may be, including 600.00 6952.00 MT

watering,Tests required to be carried out

etc. complete as per details in tender

specification & as directed by engineer in

Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling in

5 depressions which occur during the process 13000.00 33.09 CM

as per details in tender specification & as

directed by engineer in charge.

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 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,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 in charge.

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 0.85 kg

8 per Sq.Meter area, including all materials, 75000.00 68.67 SM

labour, machinery,test with all leads and

lifts etc., complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

9 (RS-I) bitumen emulsion confirming to IS 331420.00 15.16 SM

8887, for application of Tack coat before

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

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

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 manual

10 paver finisher including consolidation by

rollers as specified including providing and

operating plant, manual paver and

machinery, cost of fuel, oil lubricant and

labour charges, tests requied to be

carriedout including cost of aggregate

and filler (if found required as per mix

design)etc complete (But including cost of

providing bitumen )

@ 4.50% bitumen (including cost of

@ 4.00% bitumen (including cost of

@ 4.50% bitumen (Excluding cost of

@ 4.00% bitumen (Excluding cost of

Supplying and applying Rapid Setting-1

(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, labor, 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

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

12 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 labor charges, tests

required to be carried out including cost of

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

aggregate and filler (if found required as

per mix design) etc. complete (Including

cost of providing bitumen )

@ 5.40% bitumen (including cost of

@ 5.2% bitumen (including cost of

@ 5.40% bitumen (Excluding cost of

@ 5.2% bitumen (Excluding cost of

Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous surfaces

at the rate of 0.30 C.M. per 10 smt. as per

details in tender specification & as directed

by engineer in charge.

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. / 10.0 S.M. On painted surface

including operating cost of contractor's

own equipment, fuel, lubricants, carting of

required materials, all labor 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. completes per details in

tender specification & as directed by

engineer in charge.

Bitumen Painting (Excluding cost of

Preparing Surfaces by excavating with

spades, scraping with shovel, brushing

with wire brushes for removing caked mud

up to 150mm thick etc. sweeping with

14 brooms and finally fanning the cleaned 290200.00 3.55 SM

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 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.

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

cm. deep including stacking the useful

16 materials and disposing remaining stuff 25000.00 42.76 SM

including loading and unloading and

carting the same within city limit as

directed by Engineer in charge.

Providing, supplying & Fixing heavy duty

I.S.I mark RCC precast machinehole

frame with cover at site as per design for

17 circular machinehole including labour 350.00 2294.00 No.

charge etc., Complete as per details in

tender specification & as directed by

engineer in charge.

Raising & Lowering Eixsiting

Machineholes & Inlet chamber (with

frames) of drainage, strom drainage, sever

trap chamber, scraper machinehole 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 : 1.5 Part of

sand : 3 part of course 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

Raising & Lowering up to 10 cm inlet

Chamber to the required level upto FRL of

DBM/BCIncluding all Materials,

formwork including removing existing

18 (A) Inlet Chamber frame Cover and Fixing 600.00 701.00 No.

Existing Inlet Chamber frame Cover and

Removing Existing Material from Inlate

Chamber (Add or Deduct Rs. 568.00 per

0.10 mt depth increase or decrease)

Providing and fixing RCC pre cast Inlet

18 (B) Chamber Cover of M-30 grade as per

Drawing and Specifications.

ii size 600 mm x 450 mm 00.00 722.00 No.

Providing and fixing RCC pre cast Inlet

18 (C) Chamber Frame of M-30 grade as per

Drawing and Specifications.

ii size 600 mm x 450 mm 00.00 529.00 No.

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

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

[1] From Koyali and Savli (vadodara) 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

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

20(i) batch mix type hot mix plant including cost 1500.00 3727.91 MT

of fuel, oil, lubricant and labour charges

tests required to be carriedout including

cost of aggregates and including cost of

(ii) 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

150mm depth of not including watering,

raming,consolidation,labour charge & tests

required to be carriedout etc., Complete

Earth work in embankment for subgrade

and shoulders by using mechanical means

with approved material AS HARD

MURRUM/QUARRY SPALL having

days soaked CBR equal to or more than

8%, laying in layers not exceeding 250 mm

loose, breaking clods, dressing to the

20 (B) required lines, curves, grades, watering to 10000.00 1116.41 CM

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.

Total of Part-I

21 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. complete.

Including labour, machinery & equipments

require to complete this item and as

detailed in tender specification & as

directed by engineer in charge.

Dismantling of structures of roadways,

including disposing off unserviceable

material free of cost which will be the

21.2 owenrship of contractor or as directed by

the Engineer with all leads and lift etc.

Including labour, machinery & equipments

required to complete this item etc.

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

(A) R.C.C. Pardi 0.00 1110.75 C.M.

(B) Removing existing Kotah Stone 0.00 50.11 S.M.

(C) Brick / Stone Masonary 0.00 577.92 C.M.

(D) Plain Concrete 0.00 639.72 C.M.

(E) Bituminious Pavement 0.00 288.65 C.M.

(F) Non Bituminious Pavement 0.00 155.25 C.M.

Preparation of Subgrade with

compacting. levelling and consolidation of

subgrade with mini roller/plate vibrator

machine including watering and filling in

21.3 depression which occur during the process. 1500.00 5.03 S.M.

including labour,machinery, equipments

required to execute this item etc. complete

as detailed in tender specification & as

directed by engineer in charge.

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

21.4 form work and reinforcement for 100.00 2606.92 C.M.

reinforced concrete in vertical and

horizontal fins upto floor two.including

labour,machinery, equipments required to

execute this item etc. complete.

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in 25/75

mm (Avg.) compacted thickness over the

base including necessary compaction,

21.5 watering etc. complete. item includes 100.00 480.00 C.M.

levelling by using mini rollar/plat vibrator

machine and as per details in tender

specification & as directed by engineer in

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

21.6 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

A For regular edge of footpath 300.00 228.00 R.M.

For roundling at the edge of footpath (For

fanning portion)

Providing and fixing interlocking type

Rubber Moulded cement concrete paver

21.7 block of approved shape, design and

colour having 60 mm thickness (M-35),

purchased from SMC's approved

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

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.

A With Colour 250.00 524.00 S.M.

B Without Colour 1250.00 524.00 S.M.

C With Colour (Produced by C&D waste) 0.00 408.50 S.M.

D Without Colour (Produced by C&D waste) 0.00 376.25 S.M.

As per CE note no.:1910, 4.7.2022

1 Recycle Product produced by C&D

waste project plant (Max. usage 20% of

total requirement. Refer this note

Providing and setting 50 to 60 mm thick

rouge kotah stone water table in line,

level and in required gradient including

mm thick beddcing in C.M. 1:6 (1 Part of

cement : 6 Part of coarse sand) with

sufficient ramming consolidation.

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

cement : 3 Part coarse sand) and smooth

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

Part of coarse sand) including watering etc.

complete and as per details in tender

specification & as directed by engineer in

B Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 R.M.

Providing and fixing in position readymade

cement concrete Water Drain Slab ( 300 x

300 x 80 mm ) M-30 Grade with all

21.9 labour, material, testing charge etc. 2000.00 189.00 R.M.

complete as per details in tender

specification & as directed by engineer in

Readymade water drain channel

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading etc.

21.10 complete.with all labour, material charge 0.00 60.00 Nos.

etc. complete as per details in tender

specification & as directed by engineer in

Tree guard ID 500mm,800 x 800 x

mm(Type D) ( set 4)

Providing and applying two coats of

synthetic enamel paint including primer

to kerb as per technical specifications and

as directed by Engineer-in-charge.

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

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

Removing and resetting existing rough

kotah stone water table for footpath in

line, level and proper gradient including

mm thick bedding in CM 1:6 (1 Part of

Cement, 6 Part of coarse sand) with

sufficient ramming, consolidation,

Providing joints in C.M. 1:3 (1 Cement :

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 in charge.

Removing and resetting Existing paver

block, including all watering leveling,

21.13 cleaning, labour & Equipments chagres etc.

(A) complete as per details in tender

specification & as directed by engineer in

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

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 per 1000.00 1091.00 R.M.

details in tender specification & as directed

by engineer in charge.

size cement concrete M-20 grade pre cast

Kerbs & Fixing as per drawing Purchsed

from SMC's approved manufactures and as

per details in tender specification & as

directed by engineer in charge.

Removing & Restarting 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

(1part of cement 1part of coarse sand)

smooth pointing in C.M.1:1

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Providing and laying cement concrete

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

cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size)

including cost of form work including,

curing labour,machinery, equipments

required to execute this item etc. complete.

Providing and laying cement concrete

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

cement : 1/2 coarse sand : 3 graded

stoneaggregate of 20 mm nominal size)

including cost of form work including,

curing labour,machinery, equipments

required toexecute this item etc. complete.

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

mm thick having average crushing strength

21.19 of 50 N/mm2 on average thickness of 45 500.00 965.00 S.M.

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 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

21.20 50 N/mm2 on average thickness of 45 mm 500.00 714.00 S.M.

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)

Providing and laying cement concrete 1:2:4

( 1 part of cement, 2 part of coarse sand,

part of graded stone aggregate of 20 mm

21.21 nominal size) in proper line and level 100.00 3637.34 C.M.

including compaction, curing form work

but excluding steel reinforcement etc.

Total of Part-II

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

22 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 drawings /

22.1 engineers instructions for Lane markings, 2000.00 367.72 S.M.

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

b For Center Line marking of 10cm width

For pedestrian markigns at junctions

(Zebra Crossing)

For pedestrian markigns at junctions

e Letter markigns at junctions

f Direction arrow markigns at junctions

g For lane line marking of 15cm width

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 and 100 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)

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Solar Stud: Supplying of Solar Raised

Pavement Markers made of polycarbonate

molded body with circular shape, solar

powered, LED self illumination in active

mode, 360 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 65 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

V in sleep-charging mode to enhance the

life of the marker and a full charge should

provide for a minimum autonomy of

hours. The height, width and length of the

marker shall not be less than 10 mm x

mm x 100 mm. Also, the surface diameter

of the marker shall not be less than

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)

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Flexible Median Marker:- Providing and

Fixing of Flexible Median Marker that are

made of tough, high impact resistant,

injection-molded, thermoplastic body with

property of flexibility to provide high

durability. The dimention of flexible

median marker should not exceed 18.4cm

in height (including shank height), 12.5cm

in width,0.65cm in thikness and shank

depth shall be 3.4cm.the body structure

shall be rounded at all it's corners and

edges.the plastic used for molding the

flexible median marker should survive

impact load 5kg continuosly for 750 times

at room temperature.The logo of the

manufacturer shall be embossed on either

side of the body in the injection molding

process. The median marker shall have

flame like shaped body with,fluorescent

yellow colour retro-reflective sheeting of

size not less than 90cm square,with fully

reflective micro prismatic cube corners as

it's retro-reflective elements as per IRC-67

2012 and ASTM D4956-09 type XI

specifications reflective values. The retro-

reflective sheeting shall be one or both

sides of the flexible medain marker and

shall be edge protected with no exposed

edges which will prevent edge lifting,

vandalism, sheeting damage, etc. The

flexible median marker shall be fixed by a

combination of adhesive and grouitng as

recommended by manufacturer and

Engineer in charge.

Total of Part-III

23 ROAD SIGNAGES

Cautionary Warning Sign :-Providing

and 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

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

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

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

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

23.2 frame fabricated from suitable size iron 10 3990.64 Nos.

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.

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 and

23.3 frame fabricated from suitable size iron 10 3540.12 Nos.

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.

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

Direction sign (Junction board) :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size 244 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

23.4 ( 2 nos ) stand post and frame fabricated 0 21287.51 Nos.

from suitable size iron angle of 50 x 50 x

mm, 75 x 75 x 6 mm as 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

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 coated with black

epoxy powder coating 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

24 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 charge

Reuse of the above barricades in item

24.1 for traffic safety purpose without 100.00 28.32 S.M.

procuring new barricades.

Provision and fixing of traffic signs for

24.2 limited period at suitable locations as per 10 1800.00 Nos.

requirement during the construction in

RATE IN AMOUNT IN

M ITEM DESCRIPTION QTY PER

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,

mm high, filled with earth for stability,

24.3 painted in circumferential strips of 5 286.00 Nos.

alternate black and white 100 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, machinehole of strom line &

drainage line with total station instrument

etc. on existing road along with level

24.4 survey of road for road profile at 22.900 8800.00 Km

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

Supplying and fixing the necessary

blinkers, delineators, trafic cones, etc as

per site requirement and as directed by

engineer in charge

Delineators 5 850.00 Nos.

Traffic cones, Etc. 200 501.00 Nos.

Blinkers 5 3850.00 Nos.

Provision of Solar Blinkers For

barricading for limited period at suitable

locations as per requirement during the

24.6 construction in construction zone 10 248.00 Nos.

comprising of warning zone, approach

transition zone, working zone and terminal

transition zone Etc.

Total of Part-V

Milling the existing bituminous pavement

up to a depth of 50mm 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

ofmilled material to an approved dumping

yard (within 12 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 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

25.2 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 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

25.3 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 200 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 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 Part-VI

26 MICROSURFACING

Note:- MICROSURFACING work

shall have to be carried out on T.P.

roads having any road width as

directed by Engineer in charge

Providing and laying micro surfacing

course comprising of dry fine aggregate

conforming to Type-III grading of

specification, polymer modified cationic

slow setting bitumen emulsion (Having

60% binder content 3.6% polymer),

ordinary Portland cement, chemical

additives and water in the following

(i) Fine aggregate conforming to type-III

grading @ 12 kg. per sqm. of road surface

26.1 (ii) Bitumen emulsion @ 13% by weight of 25000.00 190.70 S.M.

fine aggregate.

(iii) Cement @ 1.5% by weight of fine

(iv) Additive @ 2% by weight

of fine aggregate. (Note: (1) This item

includes all the cost including labors and

machineries of bitumen emulsion, ordinary

Portland cement, chemical additives,

aggregates and water.

(2) This item includes the crack sealing

with bitumen of grade VG 30-sand grout,

if any before applying micro surfacing

(3) This item includes the cost of making

surface leveled with any mechanical

means before applying micro surfacing

layer, if the particular portion is having

patchwork above regular road level )

Providing and laying micro surfacing

course comprising of dry fine aggregate

conforming to Type-II grading of

specification, polymer modified cationic

slow setting bitumen emulsion (Having

60% binder content 3.6% polymer),

ordinary Portland cement, chemical

additives and water in the following

(i) Fine aggregate conforming to type-II

grading @ 9 kg. per sqm. of road surface

(ii) Bitumen emulsion @ 13.5% by weight

of fine aggregate.

(iii) Cement @ 1.5% by weight of fine

26.2 aggregate. 0.00 158.59 S.M.

(iv) Additive @ 1.5% by weight

of fine aggregate. (Note(1) This item

includes all the cost including labors and

machineries of bitumen emulsion, ordinary

Portland cement, chemical additives,

aggregates and water.

(2) This item includes the crack sealing

with bitumen of grade VG 30-sand grout,

if any before applying micro surfacing

(3) This item includes the cost of making

surface leveled with any mechanical

means before applying micro surfacing

layer, if the particular portion is having

patchwork above regular road level )

Total of Part-VII

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

V + PART VI + PART VII =

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

WEST ZONE (RANDER)

SURAT MUNICIPAL CORPORATION.

SURAT MUNICIPAL CORPORATION

WEST ZONE (RANDER)

NAME OF WORK :- CONSTRUCTION OF BITUMEN ROAD LAYERS FROM SUB GRADE

TO BINDER / WEARING COURSE BY CONTRACTOR'S OWN

BATCH MIX TYPE HOT MIX PLANT AND WMM PLANT TO BE

INSTALLED WITHIN SURAT CITY LIMIT WITH SENSOR

OPERATED PAVER FINISHER AND MICRO SURFACING WORK

OF TYPE-III &/or TYPE-II ON VARIOUS ROADS/BRIDGES WITH

CONTRACTORS OWN MACHINE AND MOBILE LABORATORY ON

ROADS HAVING WIDTH 24.0 MTS. AND ABOVE FALLING IN WZ

(RANDER) OF SURAT CITY INCL. CONST. / REPAIR OF

FOOTPATH, DIVIDE R, JUN. PAVER BLOCK, GARD

STONE,WATER TABLE AND PRO. & LAY. /FIXING OF PAVEMENT

MARKING, ROAD STUDS, ROAD SIGNAGES WITH OTHER

TRAFFIC SAFETY MEASURES. (Work no- 03)

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

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

And in 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

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

WEST ZONE (RANDER)

SURAT MUNICIPAL CORPORATION.