Construction of road layers from sub grade to binder or wearing course having width 24.00 mt. and above T. P. road falling in South zone-B (Kanakpur) of Surat city by contractor s own batch mix type hotmix plant and W.M.M. plant within Surat city limit with sensor operator paver finisher including construction or repair of footpath, divider, water table and providing and laying or fixing pavement markings, road stud, road signages with other traffic safety measures. (Work No. 01).

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

course having width 24.00 mt. and above T. P. road falling in South

zone-B (Kanakpur) of Surat city by contractor's own batch mix

type hotmix plant and W.M.M. plant 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 stud, road signages with other traffic

safety measures. (Work No. 01).

Uploading of tender documents Dt. 11/08/2026

Last date of Document Dt. 24/08/2026 Up to 17.00 Hrs.

Last date of Online bid Dt. 24/08/2026 Up to 18.00 Hrs.

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

[email protected] on or before Dt. 17/08/2026.

Pre bid Meeting -

Physical submission of EMD, Up to Dt. 01/09/2026, Up to 18.00 Hrs. at the office of

Tender fee. Chief Accountant, Surat Municipal Corporation, Tapi

Bhavan,Surat by R.P.A.D./Speed Post up to 18.00 hours.

Opening of Technical bid 25/08/2026 (Probable date)

SURAT MUNICIPAL CORPORATION

SOUTH ZONE (KANAKPUR)

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

course having width 24.00 mt. and above T. P. road falling in South zone-B

(Kanakpur) of Surat city by contractor's own batch mix type hotmix plant and

W.M.M. plant 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 stud, road signages with other

traffic safety measures. (Work No. 01).

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

SOUTH ZONE-B(KANAKPUR)

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 24.00 mt. and

above T. P. road falling in South zone-B (Kanakpur) of

Surat city by contractor's own batch mix type hotmix

plant and W.M.M. plant 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 stud, road signages with other traffic safety

measures. (Work No. 01).

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

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

course having width 24.00 mt. and above T. P. road falling in South zone-B

(Kanakpur) of Surat city by contractor's own batch mix type hotmix plant and

W.M.M. plant 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 stud, road signages with other traffic

safety measures. (Work No. 01).

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

SOUTH ZONE-B(KANAKPUR)

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

CARPET/RECARPET 2026-2027

TENDER NOTICE Deputy Municipal Commissioner/SZ-B/06/2026-27

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

wearing course having width 24.00 mt. and above T. P. road falling in South

zone-B (Kanakpur) of Surat city by contractor's own batch mix type hotmix plant

and W.M.M. plant 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 stud, road signages with other traffic

safety measures. (Work No. 01).

BOQ TO BE FILLED BY BIDDER (ONLINE)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Box cutting the road surface to proper

slop and camber for road work including

a base for road work including removing

the excavated stuff depositing on the

road side to a slop as directed up to

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 7310.00 20.33 C.M.

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

3 same as per details in tender 477.00 572.00 M.T.

specification & as directed by engineer

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

4 Harrowing Rotavator or as the case 96.00 6952.00 M.T.

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 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling in

depressions which occur during the

process as per details in tender

specification & as directed by engineer

Providing and laying Granular Sub

Base (drainage layer) conforming to

grading V of Table 400-1 of each layer

not exceeding 200mm thickmess and

compacted thickness as per design &

drawing with specified graded stone

metal and sand mixed in pugmill and

laid with mechanical means spreading

6 with motor grader and compacting with 5484.00 1488.88 C.M.

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

Supplying and applying Slow Setting-1

(SS-I) bitumen emulsion confirming to

IS 8887, for application of prime coat

over Wet Mix Macadam at the rate of

8 0.85 kg per Sq.Meter area, including all 36554.00 68.67 S.M.

materials, labour, machinery,test with all

leads and lifts etc., complete as per

details in tender specification & as

directed by engineer in charge.

Supplying and applying Rapid Setting-

1 (RS-I) bitumen emulsion confirming

to IS 8887, for application of Tack coat

before application of binder course at

the rate of 0.27 kg. per Sq. Meter area,

including all materials, labour,

machinery,tests required to be carried

out with all leads and lifts etc., complete

as per details in tender specification &

as directed by engineer in charge.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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 (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,

11 including all materials, labour, 90885.00 14.24 S.M.

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 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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 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

@ 5.40% bitumen (including cost of VG-

@ 5.2% bitumen (including cost of VG-

@ 5.4% bitumen (excluding cost of VG-

@ 5.2% bitumen (excluding cost of VG-

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 90885.00 2.47 S.M.

10 smt. as per details in tender

specification & as directed by engineer

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 labour and

material cost (including cost of 42945.00 33.66 S.M.

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.

completeas per details in tender

specification & as directed by engineer

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Preparing surfaces by excavating with

spades, scraping with shovel, brushing

with wire brushes for removing caked

mud up to 150mm thick etc. sweeping

15 with brooms and finally fanning the 90885.00 3.55 S.M.

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 in

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

10 cm. deep including stacking the

useful materials and disposing

remaining stuff including loading and

unloading and carting the same within

city limit as directed by Engineer in

Providing, supplying & Fixing heavy

duty I.S.I mark RCC precast machine

hole 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.

Raising & Lowering Eixsiting machine

hole & Inlet chamber (with frames) of

drainage, strom drainage, sever trap

chamber, scraper manhole frame &

cover any utility services up to newly

carpeted/recarpeted road surface

including both of plain cement concrete

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

: 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 manhole etc. complete.

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

20 inlet chamber frame cover and fixing 368.00 701.00 No.

existing inlet chamber frame cover and

(Add or Deduct Rs. 568.00 per 0.10 mt

depth increase or decrease)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Providing and Fixing RCC Precast inlet

21 chamber cover of M-30 Grade as per

drawing and specification.

Providing and Fixing RCC Precast inlet

22 chamber frame of M-30 Grade as per

drawing and specification

Carting and conveying of bitumen from

refinery / any depot of oil companies to

23 Surat including loading & unloading in

suitable tanks/drums etc. Complete

(without octroi charge applicable from

[1] From Koyali and Savli (vadodara) 0 918.96 MT

[2] From Vapi 0 755.34 MT

[3] From Mumbai 0 1426.54 MT

[4] From Hazira 0 265.84 MT

Providing SEMI DENSE BITUMINOUS

CONCRETE (SDBC) with aggregates

as per gradation and bitumen for

mixing @ 5.50% by Wt. of total mix

24 as binder by batch mix type hot mix 500.00 3727.91 M.T.

plant including cost of fuel, oil, lubricant

and labour charges tests required to be

carriedout including cost of aggregates

and excluding cost of bitumen.

24(A) SDBC(Excluding cost of bitumen) 0 980.71 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.,

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.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

27 Footpath & Kerb and Divider

Excavating the road surface upto

required depth including removing the

excavated materials and depositing on

the road side upto 50 mt. lead etc.

27.1 complete. Including labour, machinery 3546.00 109.41 C.M.

& 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 5.00 1110.75 C.M.

(B) Removing existing Kotah Stone 25.00 50.11 S.M.

(C) Brick / Stone Masonary 25.00 577.92 C.M.

(D) Plain Concrete 10.00 639.72 C.M.

(E) Bituminious Pavement 525.00 288.65 C.M.

(F) Non Bituminious Pavement 25.00 155.25 C.M.

Preparation of subgrade with

compacting. levelling and

consolidation of subgrade with mini

roller/plate vibrator machine including

watering and filling in depression

27.3 which occur during the process. 14972.00 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 :

coarse sand : 10 graded stone

aggregate of 20 mm nominal size)

and curing complete excluding cost of

27.4 form work and reinforcement for 1498.50 2606.92 C.M.

reinforced concrete in vertical and

horizontal fins upto floor two.including

labour,machinery, equipments

required to execute this item etc.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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) smooth

27.6 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.

(A) 775mm height cement concrete

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

& Fixing for Median as per drawing

and as per details in tender

specification & as directed by

engineer in charge.

in size cement concrete M-20 grade

pre cast Kerbs & Fixing as per

drawing Purchsed from SMC's 500.00 380.00 R.M.

approved manufactures and as per

details in tender specification & as

directed by engineer in charge.

(C) For regular edge of footpath 7880.00 228.00 R.M.

(D) For roundling at the edge of

footpath (For fanning portion)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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.

With Colour 2497.00 524.00 S.M.

Without Colour 12478.50 524.00 S.M.

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

Without Colour (Produced by C&D

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.

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 )

27.9 M-30 Grade with all labour, material, 2100.00 189.00 R.M.

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

27.10 etc. complete.with all labour, material 500.00 60.00 Nos.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

(A) Tree guard ID 500mm,800 x

x 75 mm(Type D) ( set 4)

Providing and applying two coats of

synthetic enamel paint including

27.11 primer to kerb as per technical 1000.00 90.00 S.M.

specifications and as directed by

Engineer-in-charge.

Removing existing kotah stone

flooring in mortar and vertical stone

kerbing including stacking of

serviceable material carting at SMC

store disposal of unserviceable

material with all lead and lift.

Removing and resetting existing

rough kotah stone water table for

footpath in line, level and proper

gradient including 25 mm thick

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

6 Part of coarse sand) with sufficient

27.13 ramming, consolidation, Providing 0.00 63.89 R.M.

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, cleaning, labour &

Equipments chagres etc. complete 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 inlet, level

27.15 and truly vertical position, including 0.00 56.00 S.M.

filling joints in C.M.1:1 (1part of

cement 1part of coarse sand) smooth

pointing in C.M.1:1

Excavation for 27 cm wide and

25 cm deep Gishi in Ashpalt

Bitumeneous road for erection of

concrete wall as a road devider and

27.16 removal of all excavated materials / 3270.00 29.25 R.M.

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 Guard Stone (1:2:4) (1

cement : 2 coarse sand : 4 graded

stone aggregate of 20 mm nominal

27.17 size) including cost of form work 100.00 564.00 No.

including, curing labour, machinery,

equipments required to execute this

item etc. complete. Size :- (750 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

27.18 size) including cost of form work 0.00 395.00 No.

including, curing labour,machinery,

equipments required toexecute this

item etc. complete. Size :- (600 x

Providing and fixing in the

carriageway Interlocking concrete

pavers uni-shape (monolithic single

layer precast concrete blocks) of any

specified colour / size & shape, with

approved pattern etc. of 100 mm

thick having average crushing

27.19 strength of 50 N/mm2 on average 500.00 965.00 S.M.

thickness of 45mm 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

27.20 strength of 50 N/mm2 on average 500.00 714.00 S.M.

thickness of 45mm 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)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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

instructions for Lane markings, edge

markings / arrows including materials,

labour charges, tests required to be

carried out etc. complete as per

details in tender specification & as

directed by engineer in charge.

a For Edge line marking of 15cm width 2586.00 367.72 S.M.

For Center Line marking of 10cm

For pedestrian markigns at junctions

(Zebra Crossing)

For pedestrian markigns at junctions

e Letter markigns at junctions 0.00 367.72 S.M.

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

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

Supplying of Molded Shank Raised

Pavement Markers made of

polycarbonate and ABS molded body

and reflective panels with micro

prismatic lens capable of providing total

internal reflection of the light entering

the lens face and shall support a load of

16000 kg tested in accordance to ASTM

D 4280 Type H and complying to

Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 – DO

III Dt 11.06. 1997. The height, width

and length shall not exceed 50 mm,

mm and 100 mm and with minimum

reflective area of 13 Sqcm on each side

and the slope to the base shall be

+/- 5 degree. The strength of

detachment of the integrated cylindrical

shanks, (of diameter not less than

+/- 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)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Solar Stud: Supplying of Solar Raised

Pavement Markers made of

polycarbonate molded body with

circular shape, solar powered, LED

self illumination in active mode,

degree illumination and reflective

panels with micro prismatic lens

capable of providing total internal

reflection of the light entering the lens

face in passive mode. The marker

shall support a load of 20000 kg

tested in accordance to ASTM D

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

28.3 of blinking is 1 Hz. There should be 0.00 2088.68 Nos.

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 10 mm x 100 mm x 100 mm.

Also, the surface diameter of the

marker shall not be less than 100 mm

respectively. The weight of the

marker shall not exceed

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

28.4 median marker should not exceed 0.00 271.69 Nos.

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

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.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

29 Road signages

Cautionary warning sign :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

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

retro refiectivesheeting 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 35 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 for each board

shall be as per the instruction of

engineer in charge. The fixing as site

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

45 x 60 Cms. for each leg.including

excavation, curing etc. complete

under the supervision of engineer in

charge. (B) High Intensity Grade.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Informatory Signs :- Providing and

fixing sign boards made out of 2 mm

aluminium sheet; size 80 x 60 cms.

rectangle as per design of IRC 67-

2012. Pre treated with phospheting

process & acid etching; coated with

one coat of epoxy primer and two

coats of best quality epoxy paint;

reflectorised with retro refiective

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

Specifications; 3.1 m long stand post

and frame fabricated from suitable

size iron angle of 35 x 35 x 3 mm,

x 75 x 6 mm as required; painted with

best quality epoxy coatings in black

and white bends. The details of

symbol for each board shall be as per

the instruction of engineer in charge.

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

block of size 45 x 45 x 60 Cms. for

each leg.including excavation, curing

etc. complete under the supervision of

engineer in charge. (B) High Intensity

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

cms. diameter circle as per design of

IRC 67-1977. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint; reflectorised with retro

refiective sheeting as per latest

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

stand post and frame fabricated from

suitable size iron angle of 35 x 35 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 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.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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 ( 2 nos ) stand post

29.4 and frame fabricated from suitable 0.00 21287.51 Nos.

size iron angle of 50 x 50 x 5 mm,

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

30 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing

barricades including supplying,

paiting with flourscent paint/white

paint and fixing CGI sheet 24 SWG

of required height as per site

condition and M.S. angle of required

size to restain at 2.5 mt. c/c and

dismantalling the same after

completion of work and allowing for

movement of traffic as per drawing

and as per instruction from engineer

Reuse of the above barricades

in item 30.1 for traffic safety

purpose without procuring new

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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

circumferential strips of alternate

black and white 100 mm wide fitted

with reflectors 3 Nos of 7.5 cm dia, all

as per IRC:SP:55-

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 construction in construction zone 0.00 248.00 Nos.

comprising of warning zone,

approach transition zone, working

zone and terminal transition zone

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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 10.145 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

30.8 cones, etc as per site requirement

and as directed by engineer in charge

(A) Delineators (750mm Height &

(B)Blinkers Taffic Signal Type for Pole

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 0.00 67.86 SM

materials and disposal of milled

material to an approved dumping yard

(within 12 km lead) including loading

and unloading, all ieads 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

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 ieads and lift, fuel,

lubricant charges etc complete.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

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 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 ieads and lift, fuel,

lubricant charges etc complete.

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 ieads and lift, fuel,

lubricant charges etc complete.

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM DESCRIPTION

Milling the existing concrete pavement

for a depth up to 50 mm by milling

machine including diversion of traffic,

removing milled materials and

31.5 disposal of milled material to an 0.00 176.38 SM

approved dumping yard (within 12 km

lead) including loading and unloading,

all ieads and lift, fuel, lubricant

charges etc complete.

TOTAL PART I+II+III+IV+V+VI+VII

Executive Engineer

South Zone-B (Kanakpur)

SIGNATURE OF THE CONTRACTOR Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

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

course having width 24.00 mt. and above T. P. road falling in South zone-B (Kanakpur)

of Surat city by contractor's own batch mix type hotmix plant and W.M.M. plant 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 stud, road signages with other traffic safety measures. (Work No. 01).

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

SOUTH ZONE-B(KANAKPUR)

SURAT MUNICIPAL CORPORATION