Construction of road layers from sub grade to binder or wearing course having width Below 24.00 mt. wide road and reinstatate of trench line falling in NEW AREA of North Zone (Katargam) of Surat city by contractor s own batch mix type hot mix plant and W.M.M. plant to be installed within Surat city limit with sensor operator paver finisher including construction or repair of footpath, divider, water table and providing and laying or fixing of pavement markings, road studs, road signages with other traffic safety measures (Work No.09).

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

having width Below 24.00 mt. wide road and reinstatate of trench

line falling in NEW AREA of North Zone (Katargam) of Surat city

by contractor's own batch mix type hot mix plant and W.M.M.

plant to be installed within Surat city limit with sensor operator

paver finisher including construction/repair of footpath, divider,

water table and providing and laying/fixing of pavement markings,

road studs, road signages with other traffic safety measures (Work

Uploading of tender documents Dt. 20/07/2026

Last date of Document Dt. 10/08/2026 Up to 17.00 Hrs.

Last date of Online bid Dt. 10/08/2026 Up to 18.00 Hrs.

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

[email protected] on or before Dt. 28/07/2026.

Pre bid Meeting -

Physical submission of EMD, Up to 21/08/2026 , Up to 18.00 Hrs. at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation, Shri Tapi

Bhavan,Surat by Speed Post/RPAD only.” In sealed cover

duly super scribed with name of work and tender notice

Opening of Technical bid Probable Dt. 11/08/2026

SURAT MUNICIPAL CORPORATION

NORTH ZONE (KATARGAM)

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

course having width Below 24.00 mt. wide road and reinstatate of trench line

falling in NEW AREA of North Zone (Katargam) of Surat city by contractor's own

batch mix type hot mix plant and W.M.M. plant to be installed within Surat city

limit with sensor operator paver finisher including construction/repair of

footpath, divider, water table and providing and laying/fixing of pavement

markings, road studs, road signages with other traffic safety measures (Work

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

NORTH ZONE (KATARGAM)

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B Construction of road layers from sub grade

to binder/ wearing course having width Below

mt. wide road and reinstatate of trench line falling in

NEW AREA of North Zone (Katargam) of Surat city by

contractor's own batch mix type hot mix plant and

W.M.M. plant to be installed within Surat city limit with

sensor operator paver finisher including

construction/repair of footpath, divider, water table

and providing and laying/fixing of pavement markings,

road studs, road signages with other traffic safety

measures (Work No.09).

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

NORTH ZONE (KATARGAM)

NAME OF WORK :- Construction of road layers from sub grade to binder/ wearing

course having width Below 24.00 mt. wide road and reinstatate of trench line

falling in NEW AREA of North Zone (Katargam) of Surat city by contractor's own

batch mix type hot mix plant and W.M.M. plant to be installed within Surat city

limit with sensor operator paver finisher including construction/repair of

footpath, divider, water table and providing and laying/fixing of pavement

markings, road studs, road signages with other traffic safety measures (Work

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 metre

KM or km : Kilometre

hct./ha : Hectare

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 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 Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

NORTH ZONE (KATARGAM)

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

NORTH ZONE (KATARGAM)

CARPET/RECARPET 2026-2027

TENDER NOTICE Deputy Municipal Commissioner/North Zone/03/2026-27

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

binder/ wearing course having width Below 24.00 mt. wide road and reinstatate

of trench line falling in NEW AREA of North Zone (Katargam) of Surat city by

contractor's own batch mix type hot mix plant and W.M.M. plant to be installed

within Surat city limit with sensor operator paver finisher including

construction/repair of footpath, divider, water table and providing and

laying/fixing of pavement markings, road studs, road signages with other traffic

safety measures (Work No.09).

BOQ TO BE FILLED BY BIDDER (ONLINE)

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

Box cutting the road surface to

proper slop and camber for road work

including a base for road work

1 including removing the excavated 22000.00 109.41 CM

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

1 (B) before excavating existing surface for 0.00 51.00 RM

utility laying including cost of all

type of machinery, fuel, labour, etc

and as per direction of Engineer

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

Excavation of the soil by means of

Disc Harrowing or Rotavator, as

the case may be, upto 240 mm depth

for full width of road and breaking the

2 soil into pieces less than 20 mm 9623.50 20.33 CM

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

3 spreading the same as per details in 2410.50 572.00 MT

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 Rotavator or as

4 the case may be, including 481.50 6952.00 MT

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

5 during the process as per details in 9623.50 33.09 CM

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.,

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

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

7 required profile and compacting by 5200.00 1654.66 CM

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 per

8 Sq.Meter area, including all materials, 53051.50 68.67 SM

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.

9 per Sq. Meter area, including all 68621.50 15.16 SM

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

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

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 paver

10 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

requied to be carriedout including

cost of aggregate and filler (if found

required as per mix design)etc

complete (Including cost of

providing bitumen )

4.50% bitumen (including cost of

providing VG-30 bitumen) DBM-II

4.00% bitumen (including cost of

providing VG-30 bitumen) DBM-I.

4.50% bitumen (excluding cost of

providing VG-30 bitumen) DBM-II

4.00% bitumen (excluding cost of

providing VG-30 bitumen) DBM-I.

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, 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.

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

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 hot mix plant and

12 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 requied to be

carriedout including cost of aggragate

and filler (if found required as per

mix design) etc. complete (Including

cost of providing bitumen )

5.40% bitumen (including cost of

providing VG-30 bitumen) BC-II

5.20% bitumen (including cost of

providing VG-30 bitumen) BC-I

5.40% bitumen (excluding cost of

providing VG-30 bitumen) BC-II

5.20% bitumen (excluding cost of

providing VG-30 bitumen) BC-I

Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous

13 surfaces at the rate of 0.30 C.M. per 193511.50 2.47 SM

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

14 operating cost of contractor's own 1000.00 33.66 SM

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

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

surface with gunny bags to remove all

loose dirt etc. completeas per details

in tender specification & as directed

by engineer in charge.

Preparing surfaces by excavating

with 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.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

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 charge.

18 Machine Hole

Providing, supplying & Fixing heavy

duty I.S.I mark RCC precast

manhole frame with cover at site as

per design for circular manhole

including labour charge etc.,

Complete as per details in tender

specification & as directed by

engineer in charge.

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

Providing and laying PLAIN

CEMENT CONCERETE M-200-

(1:1.5:3) ( 1 cement, 1.5 coarse

sand, 3 stone Aggregate of 20mm

nominal size) for raising / lowering

the existing manhole cover (with

frame) of drainage water supply,

sewer trap chamber, Gas chamber,

scrapper manhole frame & cover

and/or chambers of any utility

services upto the newly

carpeted/re-carpeted road surface

including in C.M. 1:3 on both side

20 Inlet Chamber

Raising & Lowering up to 10 cm inlet

Chamber to the required level upto

FRL of DBM/BCIncluding all

Materials, formwork including

removing existing Inlet Chamber

20 frame Cover and Fixing Existing Inlet 430.00 701.00 No.

Chamber frame Cover and Removing

Existing Material from Inlate

Chamber (Add or Deduct Rs.

per 0.10 mt depth increase or

Providing and fixing RCC pre cast

21 Inlet Chamber Cover of M-30 grade

as per Drawing and Specifications.

B size 600 mm x 450 mm 380.00 722.00 No.

Providing and fixing RCC pre cast

22 Inlet Chamber Frame of M-30 grade

as per Drawing and Specifications.

B size 600 mm x 450 mm 380.00 529.00 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 time to time).

[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

S.O.R. 2024-25 ( S.O.R Rate without GST and with

ITEM DESCRIPTION Qty. 2024-25 UNIT

Providing SEMI DENSE

BITUMINOUS CONCRETE

(SDBC) with aggregates as per

gradation and bitumen for mixing @

5.50% by Wt. of total mix as binder

24 by batch mix type hot mix plant 1000.00 3727.91 MT

including cost of fuel, oil, lubricant

and labour charges tests required to

be carriedout including cost of

aggregates and Including cost of

Excluding Bitumen SDBC 5.50 % by

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.,

Earth work in embankment for

subgrade and shoulders by using

mechanical means with approved

s26 material AS HARD MURRUM /

QUARRY SPALL having 4 days

soaked CBR equal to or more than

8%, laying in layers not exceeding

250 mm loose, breaking clods,

dressing to the required lines, curves, 2500.00 1116.41 CM

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.

Total of Part-I

27 FOOTPATH, KERB & DIVIDER

Excavating the road surface upto

required depth including removing

the excavated materials and

depositing on the road side upto

27.1 mt. lead etc. complete. Including 3935.00 109.41 CM

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 owenrship of

27.2 contractor or as directed by the

Engineer with all leads and lift etc.

Including labour, machinery &

equipments required to complete this

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

(B) Removing existing Kotah Stone 0.00 50.11 SM

(C) Brick / Stone Masonary 0.00 577.92 CM

(D) Plain Concrete 0.00 639.72 CM

(E) Bituminious Pavement 0.00 288.65 CM

(F) Non Bituminious Pavement 0.00 155.25 CM

Preparation of subgrade with

compacting. levelling and

consolidation of subgrade with mini

roller/plate vibrator machine

including watering and filling in

27.3 depression which occur during the 0.00 5.03 SM

process. 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 : 10 graded stone aggregate of

20 mm nominal size) and curing

complete excluding cost of form work

27.4 and reinforcement for reinforced 1465.00 2606.92 CM

concrete in vertical and horizontal

fins upto floor two.including

labour,machinery, equipments

required to execute this item etc.

Supplying and filling fine sand

(Pana/Stone 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.

Providing 100 mm thick readymade

C.C. kerb of strength M20 (Size

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)

27.6 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 etc. complete.

B Size in mm(H 480 x W 300 x T 150) 0.00 380.00 R.M.

C Size in mm(H 300 x W 380 x T 100)

A For regular edge of footpath 11370.00 228.00 RM

For roundling at the edge of footpath

(For fanning portion)

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.

A With Colour 3200.00 524.00 SM

B Without Colour 16010.00 524.00 SM

With Colour (produced by C&D

Without Colour (produced by C&D

As per CE note no. : 1910,4.7.2022

1 Reycle 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 25 mm thick

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

cement : 6 Part of coarse sand) with

sufficient ramming consolidation.

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, 1 Part of coarse sand)

including watering etc. complete and

as per details in tender specification

& as directed by engineer in charge.

B Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 RM

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm )

M-30 Grade with all labour, material, 0.00 189.00 RM

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

Readymade water drain channel (600

Supplying and fixing RCC Collar

(300 mm dia) for tree plantation

including all taxes, carting, loading,

27.10 unloading etc. complete.with all 50.00 60.00 No.

labour, material charge etc. complete

as per details in tender specification

& as directed by engineer in charge.

TREE GARD ID 500mm,

800x800x75mm (Type-D) (SET-4)

Providing and applying two coats of

Synthetic Enamel Paint including

27.11 primer to kerb as per technical 0.00 90.00 SM

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,consolidation,Providing

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

sand) and smooth pointing in C.M.1:1

(1 Cement:1Coarse 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, cleaning, labour &

Equipments chagres etc. complete as 2000.00 102.00 SM

per details in tender specification &

as directed by engineer in charge.

Removing and Restating Existing

Paver Ready made C.C.Kerb of

strength of required size & thickness

in line, level and truly vertical

position , including filling joints in

27.15 C.M.1:1 (1part of cement 1 part of 500.00 56.00 R.M.

coarse sand) smooth pointing in

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

stone dust) including watering etc.

complete as directed by engineer in

Excavation for 27 cm wide and

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

27.17 details in tender specification & as 0.00 564.00 No.

directed by engineer in charge with

all leads, lifts, loding & unloding etc.

Providing and laying cement concrete

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

Cement : 1/2 Coarse sand : 3 graded

stone aggregate of 20 mm nominal

27.18 size) including cost of form work 0.00 395.00 Nos.

including, curing labour, machinery,

equipments required to execute this

item etc. complete. Size :- (600 x

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 drawings / engineers

28.1 instructions for Lane markings, edge 10200.00 367.72 S.M.

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

For Center Line marking of 10cm

For pedestrian markigns at junctions

(Zebra Crossing)

For pedestrian markigns at junctions

e Letter markigns at junctions

Direction arrow markigns at

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

28.2 accordance to ASTM D 4280 Type H 2100.00 217.40 No.

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,

mm and 100 mm and with minimum

reflective area of 13 Sqcm on each

side and the slope to the base shall be

35 +/- 5 degree. The strength of

detachment of the integrated

cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not

less than 30+/- 2 mm) from the body

is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the

road for the shanks to go inside,

without nails and using epoxy resin

based adhesive as per 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,

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

Hz. There should be current losses

of less than 20 micro- amperes at

2.4 V in sleep-charging 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

Also, the surface diameter of the

marker shall not be less than 100 mm

respectively. The weight of the

marker shall not exceed

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)

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

28.4 either side of the body in the injection 0.00 271.69 No.

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

29 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

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

Facility Informatory Sign :-

Providing and 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 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.

(B) Class-B Type-4 Retro Reflective

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards

made out of 2 mm aluminium sheet;

size 60 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 frame fabricated from

29.3 suitable size iron angle of 35 x 35 x 3 10.00 3540.12 No.

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

(B) High Intensity Grade.

Direction (Junction) Sign :-

Providing and 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

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

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

30.1 of required size to restain at 2.5 mt. 790.00 124.72 SM

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

Reuse of the above barricades in item

30.2 30.1 for traffic safety purpose without 500.00 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

30.3 the carriageway in case of un-kerbed 5.00 1800.00 No.

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 for stability, painted in

30.4 circumferential strips of alternate 340.00 286.00 No.

black and white 100 mm wide fitted

with reflectors 3 Nos of 7.5 cm dia,

all as per IRC:SP:55-

Provision of Traffic cones for limited

period at suitable locations as per

requirement during the construction

30.5 in construction zone comprising of 100.00 501.00 No.

warning zone, approach transition

zone, working zone and terminal

transition zone Etc.

Provision of Solar Blinkers For

barricading for limited period at

suitable locations as per requirement

during the construction in

30.6 construction zone comprising of 0.000 248.00 No.

warning zone, approach transition

zone, working zone and terminal

transition zone Etc.

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

30.7 with level survey of road for road 8.00 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,

30.8 etc as per site requirement and as

directed by engineer in charge

Delineators 5.00 850.00 No.

Blinkers 170.00 3850.00 No.

Total of Part-V

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 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

mm but up to 100 mm by milling

machine in a single cutting depth to

make a uniform surface without

disturbing the base including

31.2 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 complete.

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 etc complete.

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 complete.

Milling the existing concrete

pavement for a depth up to 50 mm by

milling machine including diversion

of traffic, removing milled materials

31.5 and disposal of milled material to an 0.00 176.38 SM

approved dumping yard (within

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc complete.

Total of PART VI

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

Executive Engineer

North Zone (Katargam)

SIGNATURE OF THE CONTRACTOR Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

NORTH ZONE (KATARGAM)

NAME OF WORK:- Construction of road layers from sub grade to binder/ wearing course having

width Below 24.00 mt. wide road and reinstatate of trench line falling in NEW AREA of North Zone

(Katargam) of Surat city by contractor's own batch mix type hot mix plant and W.M.M. plant to be

installed within Surat city limit with sensor operator paver finisher including construction/repair of

footpath, divider, water table and providing and laying/fixing of pavement markings, road studs, road

signages with other traffic safety measures (Work No.09).

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

NORTH ZONE (KATARGAM)

SURAT MUNICIPAL CORPORATION