Construction of road layers from sub grade to binder/ wearing course having width below 24.00 mt. wide road and reinstate of trench line falling in OLD AREA of North Zone (Katargam) of Surat city by contractors 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 (3rd Attempt)(Work No.08).

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

course having width below 24.00 mt. wide road and reinstate of

trench line falling in OLD 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 (3rd Attempt) (Work No. 08).

Uploading of tender documents Dt. 17/08/2026

Last date of Document Dt. 05/09/2026 Up to 17.00 Hrs.

Last date of Online bid Dt. 05/09/2026 Up to 18.00 Hrs.

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

[email protected] on or before Dt. 25/08/2026.

Pre bid Meeting -

Physical submission of EMD, Up to Dt. 17/09/2026, Up to 18.00 Hrs. at the office of

Tender fee. “Chief 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. 07/09/2026

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 reinstate of trench line

falling in OLD 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 (3

Attempt) (Work No. 08).

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 24.00 mt. wide road

and reinstate of trench line falling in OLD 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 (3rd Attempt) (Work No. 08).

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 reinstate of trench line

falling in OLD 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 (3rd

Attempt) (Work No. 08).

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/04/2026-27

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

course having width below 24.00 mt. wide road and reinstate of trench line falling in OLD 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 (3rd Attempt)

BOQ TO BE FILLED BY BIDDER (ONLINE)

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Supplying and applying Slow

Setting-1 (SS-I) bitumen

emulsion confirming to IS

for application of prime coat over

Wet Mix Macadam at the rate of

1 8 0.85 kg per Sq.Meter area, 70000.00 68.67 SM

including all materials, labour,

machinery,test with all leads and

lifts etc., complete as per details

in tender specification & as

directed by engineer in charge.

Supplying and applying Rapid

Setting-1 (RS-I) bitumen

emulsion confirming to IS

for application of Tack coat

before application of binder

course at the rate of 0.27 kg. per

2 9 Sq. Meter area, including all 98500.00 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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 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

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 aggregate and

filler (if found required as per mix

design) etc complete (But

Including cost of providing

4.50% bitumen (Including cost of

bitumen) DBM II

4.00% bitumen (Including cost of

4.50% bitumen (Excluding cost of

bitumen) DBM II

4.00% bitumen (Excluding cost of

Supplying and applying Rapid

Setting-1 (RS-I) bitumen

emulsion confirming to IS

for application of Tack coat

before application of wearing

course at the rate of 0.25 kg. per

4 11 Sq. Meter area, including all 165000.00 14.24 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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 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 II by Wt. of total mix as

binder by batch mix type hot mix

5 12 plant and laying by sensor paver

finisher including consolidation

by rollers as specified including

providing and operating plant,

sensor paver and machinery, cost

of fuel, oil, lubricant and labour

charges, tests 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

5.2% bitumen (Including cost of

5.40% bitumen (excluding cost

of bitumen) BC II

5.2% bitumen (excluding cost of

Providing & Laying Bitumen

painting (VG30) by mechanical

sprayer on wearing

course(BC)surface using bitumen

spreading stone dust @ 0.03 C.M.

/ 10.0 S.M. On painted surface

including operating cost of

6 14 contractor's own equipment, fuel, 1500.00 33.66 SM

lubricants, carting of required

materials, all labour and material

cost (excluding 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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

remove all loose dirt etc.

completeas per details in tender

specification & as directed by

engineer in charge.

Bitumen Painting (excluding cost

Carting and conveying of bitumen

from refinery / any depot of oil

companies to Surat including

7 23 loading & unloading in suitable

tanks/drums etc. Complete

(without octroi charge applicable

from time to time).

[1] From Koyali and Savli refinery

[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

8 24 binder by batch mix type hot mix 3000.00 3727.91 MT

plant including cost of fuel, oil,

lubricant and labour charges

tests required to be carriedout

including cost of aggregates and

Including cost of bitumen.

excluding Bitumen SDBC 5.50 %

Total of Part-A

Box cutting the road surface to

proper slop and camber for road

work including a base for road

9 1 work including removing the 28000.00 109.41 C.M.

excavated stuff depositing on the

road side to a slop as directed up

to 50.0 mt. Lead.

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Removing of Existing metalled

grouted road/Asphalt 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 road and

10 2 breaking the soil into pieces less 14000.00 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

11 3 spreading the same as per details 3500.00 572.00 MT

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

12 4 Harrowing Rotavator or as the 700.00 6952.00 MT

case may be, including

watering,Tests required to be

carried out 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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Rolling and compaction of

Subgrade with 8 T. vibratory

roller and filling in depressions

13 5 which occur during the process as 14000.00 33.09 CM

per details in tender specification

& as directed by engineer in

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

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

15 7 to required profile and 7000.00 1654.66 CM

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

Collecting, carting and stacking

Stone Dust on road side as

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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.

Preparing surfaces by excavating

with spades, scraping with shovel,

brushing with wire brushes for

removing caked mud up to

150mm thick etc. sweeping with

17 15 brooms and finally fanning the 188000.00 3.55 SM

cleaned surface with gunny bags

to remove all loose dirt etc.

including carting of excavated

stuff from site.including all lobour

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

18 16 including cost of fuel, oil, 117500.00 4.81 SM

lubricant, labour charges and

disposal of loose unsuitable

material from site to the disposal

site as directed by Engineer in

Scarifying the graveled macadam,

bituminous macadam surface

cm. to 10 cm. deep including

stacking the useful materials and

19 17 disposing remaining stuff 94000.00 42.76 SM

including loading and unloading

and carting the same within city

limit as directed by Engineer in

20 18 Machine Hole

Providing, supplying & Fixing

heavy duty I.S.I mark RCC precast

machine hole frame with cover

at site as per design for circular

machine hole including labour

charge etc., Complete as per

details in tender specification &

as directed by engineer in charge.

Raising & Lowering Eixsiting

21 19 Machine holes (with frames) of 1800.00 573.66 No.

drainage, storm drainage, sewer

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

trap chamber, scraper machine

hole 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 :

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

machine hole etc. complete.

22 20 Inlet Chamber

Raising & Lowering up to 10 cm.

inlet chamber to the required

level up to FRL of DBM / BC

including all Materials , formwork

including removing existing inlet

22 20 chamber frame cover and fixing 450.00 701.00 No.

existing inlet chamber frame

cover and removing existing

material from inlet chamber (Add

or Deduct Rs.568.00 per 0.10 mt.

depth increase or decrease)

Providing and Fixing RCC precast

inlet chamber cover of M-30

Grade as per drawing and

A Size-750 mm x 600 mm 50.00 1661.00 No.

B Size-600 mm x 450 mm 50.00 722.00 No.

Providing and Fixing RCC precast

inlet chamber frame of M-30

Grade as per drawing and

A Size-750 mm x 600 mm 50.00 1038.00 No.

B Size-600 mm x 450 mm 50.00 529.00 No.

Providing and filling yellow

soil/mixed soil with necessary

25 25 dumping filling of the trenches of 700.00 301.78 CM

each layer not exceeding 150mm

depth of not including watering,

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

4 days soaked CBR equal to or

more than 8%, laying in layers not

exceeding 250 mm loose,

breaking clods, dressing to the

required lines, curves, grades,

watering to OMC and compacting

to 97% modified Proctor density

with vibratory rollers having

minimum 80 - 100 KN

staticweight including all lobour,

equipments charges & tests

required to be carriedout with all

leads and lifts etc. complete.

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 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 owenrship

27.2 27.2 of contractor or as directed by 188000.00 3.55 SM

the Engineer with all leads and lift

etc. Including labour, machinery

& equipments required to

complete this item etc.

(A) R.C.C. Pardi 100.00 1110.75 C.M.

(B) Removing existing Kotah

(C) Brick / Stone Masonary 100.00 577.92 C.M.

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

(D) Plain Concrete 100.00 639.72 C.M.

(E) Bituminious Pavement 100.00 288.65 C.M.

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

Preparation of subgrade with

compacting. levelling and

consolidation of subgrade with

mini roller/plate vibrator machine

including watering and filling in

depression which occur during

the process. including

labour,machinery, equipments

required to execute this item etc.

complete as detailed in tender

specification & as directed by

engineer in charge.

Providing and laying cement

concrete 1:5:10 (1 cement :

coarse sand : 10 graded stone

aggregate of 20 mm nominal size)

and curing complete excluding

cost of form work and

reinforcement for reinforced

concrete in vertical and

horizontal fins upto floor

two.including labour,machinery,

equipments required to execute

this item 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, 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 300 x 380 mm)

purchased from S.M.C.'s

approved paver block

manufacturer and setting in line,

level and in truly vertical position,

including filling joints 10mm

width in C.M. 1:1 (1 Part of

cement 1 part of coarse sand)

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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.

Size in mm (H 775 x W 300 x T

Size in mm (H 480 x W 300 x T

Size in mm (H 300 x W 380 x T

i For regular edge of footpath 6000.00 228.00 R.M.

For roundling at the edge of

footpath (For fanning portion)

Providing and fixing interlocking

type Rubber Moulded cement

concrete paver block of approved

shape, design and colour having

60 mm thickness (M-35),

purchased from SMC's approved

paverblock manufacture only and

27.7 27.7 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 2287.00 524.00 S.M.

B Without Colour 11713.00 524.00 S.M.

With Colour (produced by C&D

With outColour (produced by

As per CE note no.:1910,

dt.04/07/2022, 1 Recycle Product

produced by C&D waste project

plant (Max. usage 20% of total

requirement refer this note for

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Providing and setting 50 to

mm thick rough kotah stone

water table in line, level and in

required gradient including

mm thick bedding in C.M. 1:6 (1

Part of cement : 6 Part of coarse

sand) with sufficient ramming

27.8 27.8 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,

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 R.M.

Providing and fixing in position

readymade cement concrete

Water Drain Slab ( 300 x 300 x

mm ) M-30 Grade with all labour,

material, testing charge etc.

complete as per details in tender

specification & as directed by

engineer in charge.

Readymade water drain channel

Supplying and fixing RCC collar

(300 mm dia) for tree plantation

including all taxes, carting,

loading, unloading etc.

complete.with all labour, material

charge etc. complete as per

details in tender specification &

as directed by engineer in charge.

TREE GUARD ID 500mm, 800 X

A 800 X 75 mm (Type-D) (SET-4) 0.00 672.00 Nos.

Providing and applying two coats

of synthetic enamel paint

27.11 27.11 including primer to kerb as per 0.00 90.00 S.M.

technical 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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

SMC store disposal of

unserviceable material with all

Removing and resetting existing

rough kotah stone water table

for footpath in line, level and

proper gradient including 25 mm

thick bedding in CM 1:6 (1 Part of

Cement, 6 Part of coarse sand)

with sufficient ramming,

27.13 27.13 consolidation, Providing joints in 0.00 63.89 R.M.

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

sand) and smooth pointing in

C.M. 1:1 (1 Cement : 1 Coarse

sand) including watering etc.

complete as per details in tender

specification & as directed by

engineer in charge.

Removing and resetting Existing

paver block, including all

watering leveling, cleaning,

27.14 27.14 labour & Equipments chagres etc. 2000.00 102.00 S.M.

complete as per details in tender

specification & as directed by

engineer in charge.

Removing & resetting existing

ready made C.C.Kerb of strength

of required size & thickness in

line,level and truly vertical

position ,including filling joints in

27.15 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 (1part of cement : 1 part

of stone dust )including watering

etc.complete as directed by

engineer-in-charge.

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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Providing and laying cement

concrete cast-in-situ Guard Stone

(1:2:4) (1 cement : 2 coarse sand :

4 graded stone aggregate of

mm nominal size) including cost

of form work including, curing

labour,machinery, equipments

required to execute this item etc.

complete. Size :- (750 X 350 X

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 size) including

cost of form work including,

curing labour,machinery,

equipments required to execute

this item etc. complete. Size :-

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

28.1 28.1 / engineers instructions for Lane 1000.00 367.72

markings, edge markings / arrows

including materials, labour

charges, tests required to be

carried out etc. complete as per

details in tender specification & as

directed by engineer in charge.

For Edge line marking of 15cm

For Center Line marking of

For pedestrian markigns at

junctions (Zebra Crossing)

For pedestrian markigns at

junctions (STOP LINE)

e Letter markigns at junctions

Direction arrow markigns at

g For lane line marking of 15cm

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

III Dt 11.06. 1997. The height,

width and length shall not exceed

50 mm, 100 mm and 100 mm and

28.2 28.2 with minimum reflective area of 100.00 217.40 No.

13 Sqcm on each side and the

slope to the base shall be 35 +/-

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

28.3 28.3 lens capable of providing total 50.00 2088.68 No.

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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

temperatures in the range of 0 C

to 70 C. Color of lighting could be

provided in red or yellow (amber)

as per requirement and typical

frequency of blinking is 1 Hz.

There should be current losses

of less than 20 micro- amperes

at 2.4 V in sleep-charging 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

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 either side of the body in the

injection molding process. The

median marker shall have flame

like shaped body with,fluorescent

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

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

29.1 29.1 refiectivesheeting of Type-4 as 10.00 3906.19 No.

per ASTM D-4956 and latest

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

long stand post of Iron Angle

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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

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

29.2 29.2 M.O.S.T.Specifications; 3.6mtr 10.00 3990.64 No.

long stand post of Iron Angle

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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

in charge. A warranty for

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

suitable size iron angle of 35 x

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

Cms. for each leg. including

excavation, curing etc. complete

under the supervision of engineer

in charge. (B) High Intensity

Direction (Junction) Sign :-

Providing and fixing sign

boards made out of 2mm

aluminium sheet / 4mm ACP

(Aluminum composite Panel);

size 244x122 cms. rectangular as

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

(B) Class-B Type-4 Retro

Reflective sheeting.

Total of Part-IV

30 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Providing and installing

barricades including supplying,

paiting with flourscent paint/white

paint and fixing CGI sheet

SWG of required height as per

site condition and M.S. angle of

30.1 30.1 required size to restain at 2.5 mt. 100.00 124.72 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 in

Reuse of the above barricades in

item 30.1 for traffic safety

purpose without procuring new

Provision and fixing of traffic

signs for limited period at suitable

locations as per requirement

during the construction in

construction zone comprising of

warning zone, approach transition

zone, working zone and terminal

transition zone with a minimum

distance of 60 cm from the edge

of the kerb in case of kerbed roads

and 2 to 3 m from the edge of the

carriageway in case of un-kerbed

roads, the bottom edge of the

lowest sign plate to be not less

than 2 m above the road level,

fixed on 60 mm x 60 mm x 6 mm

angle iron post, founded and

installed as per approved design

and drawings, removed and

disposed of after completion of

construction work, all as per

IRC:SP:55-2001.

Provision of metal drum/empty

bitumen drumdelineator, 300 mm

in diameter, 800 mm high, filled

with earth for stability, painted in

30.4 30.4 circumferential strips of alternate 100.00 286.00 No.

black and white 100 mm wide

fitted with reflectors 3 Nos of

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

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

Provision of Traffic cones 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

Provision of Solar Blinkers For

barricading for limited period at

suitable locations as per

requirement during the

30.6 30.6 construction in construction zone 0.000 248.00 No.

comprising of warning zone,

approach transition zone, working

zone and terminal transition zone

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

30.7 30.7 along with level survey of road 14.000 8800.00 KM

for road profile at minimum

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,

30.8 30.8 trafic cones, etc as per site

requirement and as directed by

engineer in charge

Delineators 10.00 850.00 No.

Blinkers 10.00 3850.00 No.

Total of Part-V

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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 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

50 mm but up to 100 mm by

milling machine in a single

cutting depth to make a uniform

surface without disturbing the

31.2 31.2 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

100 mm but up to 200 mm by

milling machine in double cutting

depth to make a uniform surface

without disturbing the base

31.3 31.3 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.

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

Sr. UNI AMOUNT IN

M ITEM DESCRIPTION Qty. 2024-25 IN

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

31.4 31.4 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 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

Total of PART-B

Note: Bidder must quote separately for Part A (Bitumin Item) and Part B (Other than

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 reinstate of trench line falling in OLD 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 (3rd Attempt) (Work No. 08).

I/we hereby tender to execute the above mentioned work in Part-A (Bitumin Item) & in

Part-B (Other than Bitumin Item) in accordance with the accompanying specification

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

executed For Part-A (Bitumin Item) at PAR/at ___________ %(percent) in words

BELOW/ABOVE & For Part-B (Other than Bitumin Item) at PAR/at ___________ %

percent BELOW/ABOVE the amount & worked out at the rate entered in column 5 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