Construction of Society roads Trench Reparing from sub grade to wearing course road carpet road recarpet roads falling in East (Varachha) Zone -A of Surat city by Contractors own batch mix plant and WMM plant to be installed within surat city limit with sensor operator paver finisher including construction repair of footpath, divider, water table and providing laying fixing of pavement markings, road studs, road signages and with other traffic safety measures. Work no-03

Name of Work:- Construction of Society roads/ Trench Reparing

from sub grade to wearing course/ road carpet/ road recarpet roads

falling in East (Varachha) Zone -A of Surat city by Contractor's own

batch mix plant and WMM plant to be installed within surat city limit

with sensor operator paver finisher including construction/ repair of

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

pavement markings, road studs, road signages and with other traffic

safety measures. (Work no-03)

Uploading of tender documents Dt-09/03/2026.

Last date of Document

Dt-24/03/2026 UP TO 18.00 Hrs.

Last date of Online bid

Dt-24/03/2026 UP TO 18.00 Hrs.

Bidder shall have to post there queries on E mail address

Online query [email protected] on or before 16/03/2026 up

Pre bid Meeting -

Up to Dt.08/04/2026, 18.00 Hrs. at the office of “Chief

Physical submission of EMD, Accountant, Surat Municipal Corporation, Muglisara, by

Tender fee. Speed Post/RPAD only.” In sealed cover duly super scribed

with name of work and tender notice no.

Opening of Technical bid Probable Dt - 25/03/2026 10:00 hrs. onword (Probable)

SURAT MUNICIPAL CORPORATION

EAST (VARAVHHA) ZONE-A

NAME OF WORK :- Construction of Society roads/ Trench Reparing from sub

grade to wearing course/ road carpet/ road recarpet roads falling in East

(Varachha) Zone -A of Surat city by Contractor's own batch mix plant and

WMM plant to be installed within surat city limit with sensor operator paver

finisher including construction/ repair of footpath, divider, water table and

providing & laying/ fixing of pavement markings, road studs, road signages

and with other traffic safety measures. (Work no-03)

I/We the undersigned do hereby tender for carrying out the work described in the schedule below

subject to the condition annexed.

Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and

provisions of specifications and conditions of contract annexed hereto so far as they are applicable

and default thereof to forfeit and pay to the Municipal Corporation the sum of money mentioned in

the said conditions.

The earnest money deposited by me/us with tender may be forfeited to the said Municipal

Corporation if I/We do not deposit the full amount of security deposit, in accordance with the

clause (1) of the said conditions of contract.

EXECUTIVE ENGINEER

EAST (VARACHHA)ZONE -A

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Construction of Society roads/ Trench

Reparing from sub grade to wearing course/ road

carpet/ road recarpet roads falling in East

(Varachha) Zone -A of Surat city by Contractor's own

batch mix plant and WMM plant to be installed

within surat city limit with sensor operator paver

finisher including construction/ repair of footpath,

divider, water table and providing & laying/ fixing of

pavement markings, road studs, road signages and

with other traffic safety measures. (Work no-03)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE -A

NAME OF WORK :- Construction of Society roads/ Trench Reparing from sub

grade to wearing course/ road carpet/ road recarpet roads falling in East

(Varachha) Zone -A of Surat city by Contractor's own batch mix plant and

WMM plant to be installed within surat city limit with sensor operator paver

finisher including construction/ repair of footpath, divider, water table and

providing & laying/ fixing of pavement markings, road studs, road signages and

with other traffic safety measures. (Work no-03)

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

EAST (VARACHHA) ZONE-A

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE-A

CARPET/RECARPET 2025-26

TENDER NOTICE NO. DMC(D)/EZ-A/20/2025-2026

Name of Work:- Construction of Society roads/ Trench Reparing from sub

grade to wearing course/ road carpet/ road recarpet roads falling in East

(Varachha) Zone -A of Surat city by Contractor's own batch mix plant and WMM

plant to be installed within surat city limit with sensor operator paver finisher

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

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

traffic safety measures. (Work no-03)

BOQ TO BE FILLED BY BIDDER (ONLINE)

S.O.R 2024-25 Without GST & With Cess

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Box cutting the road surface to proper slop

and camber for road work including a base

1 for road work including removing the 19000.00 109.41 C.M.

excavated stuff depositing on the road side

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

Removing of Existing metalled grouted

road/Asphal Road surface upto base

course including stacking of material upto

lead of 50 mt. (Note : Removing of

Existing road shall be Carryout only by

Cutter Machine /Hydraulic Bracker)

(i) Metalled grouted road 25.00 155.25 CM

(b)Asphal Road 25.00 288.65 CM

Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator

1 (B) cutter machine before excavating existing 50.00 51.00 R.M.

surface for utility laying including cost of

all type of machinery, fuel, labour, etc and

as per direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of

2 road and breaking the soil into pieces less 7000.00 20.33 C.M.

than 20 mm etc.by the use of rotavator and

as directed by engineer in charge. (200 mm

compacted thickness)

Supplying Fly ash including collecting,

carting, stacking and spreading the same as

per details in tender specification & as

directed by engineer in charge.

Supplying and carting of Hydrated lime

(CaO content not less than 70%) and

4 spreading the same with the excavated soil 700.00 6952.00 MT

and flyash thoroughly by Disc Harrowing

Rotavator or as the case may be, including

ITEM DESCRIPTION QTY PER AMOUNT IN RS

watering,Tests required to be carried out

etc. complete as per details in tender

specification & as directed by engineer in

Rolling and compaction of Subgrade with

8 T. vibratory roller and filling in

5 depressions which occur during the process 7000.00 33.09 CM

as per details in tender specification & as

directed by engineer in charge.

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of each layer not exceeding

200 mm thickmess and compacted

thickness as per design & drawing with

specified graded stone metal and sand

mixed in pugmill and laid with mechanical

means spreading with motor grader and

compacting with vibratory roller having

minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all materials, labour,

machinery,tests required to be carried out

with all leads and lifts etc., complete as per

details in tender specification & as directed

by engineer in charge.

Providing and laying Wet Mix Macadam

with paver finisher in specified thickness,

each layer not exceeding 200 mm

compacted thickness including premixing

in WMM plant with well graded crushed

stone aggregate, with watering and

spreading by mechanical means to required

7 profile and compacting by vibratory roller 7000.00 1654.66 CM

of minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all material, labour, machinery,

test with all leads and lifts etc.,complete as

per details in tender specification & as

directed by engineer in charge.

Supplying and applying Slow Setting-1

(SS-I) bitumen emulsion confirming to IS

8887, for application of prime coat over

Wet Mix Macadam at the rate of 0.85 kg

8 per Sq.Meter area, including all materials, 60000.00 68.67 SM

labour, machinery,test with all leads and

lifts etc., complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

(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

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Providing and laying DENSE GRADED

BITUMINOUS MACADAM (DBM) as

per gradation and bitumen for mixing

shall be as arrived from mix design,

provided in no case it shall be less than

4.0% for Grade I and 4.5% for Grade II by

wt. of total mix as binder by batch mix

type hotmix plant and laying by manual

paver finisher including consolidation by

rollers as specified including providing and

operating plant, manual paver and

machinery, cost of fuel, oil lubricant and

labour charges, tests requied to be

carriedout including cost of aggregate and

filler (if found required as per mix

design)etc complete (But including cost of

providing bitumen )

@ 4.50% bitumen (including cost of

@ 4.00% bitumen (including cost of

@ 4.50% bitumen (Excluding cost of

@ 4.00% bitumen (Excluding cost of

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

materials, 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 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 bitumen )

@ 5.40% bitumen (including cost of

@ 5.20% bitumen (including cost of

(c) @ 5.40% bitumen (Excluding cost of 0.00 1188.77 MT

ITEM DESCRIPTION QTY PER AMOUNT IN RS

@ 5.20% bitumen (Excluding cost of

Collecting, carting and stacking Stone Dust

on road side as directed and flushing the

same on Bituminous surfaces at the rate of

0.30 C.M. per 10 smt. as per details in

tender specification & as directed by

engineer in charge.

Providing & Laying Bitumen Painting

(VG30) by mechanical sprayer on wearing

course(BC)surface using bitumen @

5.0kg. / 10.0 S.M. And spreading stone

dust @ 0.03 C.M. / 10.0 S.M. On painted

surface including operating cost of

contractor's own equipment, fuel,

lubricants, carting of required materials, all

13 (A) labour and material cost (including cost of 0.00 33.66 SM

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 in

Bitumen Painting (Excluding cost of

Preparing Surfaces by excavating with

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

150mm thick etc. sweeping with 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 in charge.

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

cm. deep including stacking the useful

16 materials and disposing remaining stuff 9000.00 42.76 SM

including loading and unloading and

carting the same within city limit as

directed by Engineer in charge.

Providing, supplying & Fixing heavy duty

I.S.I mark RCC precast manhole frame

with cover at site as per design for circular

17 manhole including labour charge etc., 250.00 2294.00 No.

Complete as per details in tender

specification & as directed by engineer in

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Raising & Lowering Eixsiting Manholes

& 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

18 grade 1:1.5:3.(1 Part of cement : 1.5 Part of 600.00 573.66 No.

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 upto FRL of

DBM/BCIncluding all Materials, formwork

including removing existing Inlet Chamber

18 (A) frame Cover and Fixing Existing Inlet 50.00 701.00 No.

Chamber frame Cover and Removing

Existing Material from Inlate Chamber

(Add or Deduct Rs. 568.00 per 0.10 mt

depth increase or decrease)

Providing and fixing RCC pre cast Inlet

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

Drawing and Specifications.

(ii) size 600 mm x 450 mm 10.00 722.00 No.

Providing and fixing RCC pre cast Inlet

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

Drawing and Specifications.

(ii) size 600 mm x 450 mm 10.00 529.00 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

[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 binder by

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

of fuel, oil, lubricant and labour charges

tests required to be carriedout including

cost of aggregates and including cost of

ITEM DESCRIPTION QTY PER AMOUNT IN RS

(ii) SDBC(Excluding cost of bitumen) 0.00 980.71 MT

Providing and filling Yellow soil/Mixed

soil with necessary dumping filling of the

trenches of each layer not exceeding

150mm depth of not including watering,

raming,consolidation,labour charge & tests

required to be carriedout etc., Complete

Earth work in embankment for subgrade

and shoulders by using mechanical means

with approved material AS HARD

MURRUM/QUARRY SPALL having

days soaked CBR equal to or more than

8%, laying in layers not exceeding 250 mm

loose, breaking clods, dressing to the

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 Prat-I

21 FOOTPATH, KERB & DIVIDER

Excavating the road surface upto required

depth including removing the excavated

materials and depositing on the road side

upto 50 mt. lead etc. complete. Including

labour, machinery & equipments require to

complete this item and as detailed in tender

specification & as directed by engineer in

Dismantling of structures of roadways,

including disposing off unserviceable

material free of cost which will be the

21.2 owenrship of contractor or as directed by

the Engineer with all leads and lift etc.

Including labour, machinery & equipments

required to complete this item etc.

(A) R.C.C. Pardi 100.00 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 25.00 639.72 C.M.

(E) Bituminious Pavement 200.00 288.65 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

21.3 depression which occur during the process. 1000.00 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.

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Providing and laying Cement Concrete

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

graded stone aggregate of 20 mm nominal

size) and curing complete excluding cost of

21.4 form work and reinforcement for reinforced 75.00 2606.92 C.M.

concrete in vertical and horizontal fins upto

floor two.including labour,machinery,

equipments required to execute this item

Supplying and filling fine sand

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

mm (Avg.) compacted thickness over the

base including necessary compaction,

21.5 watering etc. complete. item includes 500.00 480.00 C.M.

levelling by using mini rollar/plat vibrator

machine and as per details in tender

specification & as directed by engineer in

Providing and laying/fixing cement

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

grade as per drawing and as per details

in tender specification, Purchsed from

SMC's approved manufactures list. 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)

21.6 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 all leads, lifts, loding &

unloding, watering, labour, tests required to

be carried out, machinery, equipments

required to execute this item etc. complete.

(H- Height, W-width, t-thickness)

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

(i) For regular edge of footpath 75.00 228.00 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

21.7 manufacture only and fixing on fine sand

bedding. Item includes levelling by using

plate vibrator compactor machine. Item also

includes all material colour, equipments,

tools, plants, curing, watering, cleaning, test

required to be carriedout etc. complete.

(A) With Colour 150.00 524.00 S.M.

(B) Without Colour 850.00 524.00 S.M.

(C) With Colour (Produced by C&D waste) 10.00 408.50 S.M.

(D) Without Colour (Produced by C&D waste) 7.00 376.25 S.M.

ITEM DESCRIPTION QTY PER AMOUNT IN RS

As per CE note no.:1910, 4.7.2022

1 Recycle Product produced by C&D

waste project plant (Max. usage 20% of

total requirement. Refer this note

Providing and setting 50 to 60 mm thick

rouge kotah stone water table in line,

level and in required gradient including

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

cement : 6 Part of coarse sand) with

sufficient ramming consolidation.

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

cement : 3 Part coarse sand) and smooth

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

Part of coarse sand) including watering etc.

complete and as per details in tender

specification & as directed by engineer in

Size : 1' x 1'(40 to 50 mm thick) 10.00 125.88 R.M.

Providing and fixing in position readymade

cement concrete Water Drain Slab ( 300 x

300 x 80 mm ) M-30 Grade with all

labour, material, testing charge etc. 150.00 189.00 R.M.

complete as per details in tender

specification & as directed by engineer in

21.8 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 2.00 60.00 Nos.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

21.9 Tree guard ID 500mm,800 x 800 x 75 1.00 672.00 Nos.

(B) mm(Type D) ( set 4)

Providing and applying two coats of

synthetic enamel paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

21.11 stacking of serviceable material carting at 9.00 50.11 S.M.

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

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

21.12 Cement, 6 Part of coarse sand) with 11.00 63.89 R.M.

sufficient ramming, consolidation,

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

Coarse sand) and smooth pointing in C.M.

1:1 (1 Cement : 1 Coarse sand) including

ITEM DESCRIPTION QTY PER AMOUNT IN RS

watering etc. complete as per details in

tender specification & as directed by

engineer in charge.

Removing and resetting Existing paver

block, including all watering leveling,

21.12 cleaning, labour & Equipments chagres etc.

(A) complete as per details in tender

specification & as directed by engineer in

Removing and resetting existing ready

made C.C.Kerb of strength of required

size & thickness in line,level and truly

vertical position ,including filling joints in

C.M.1:1(1part of cement 1 part of coarse 100.00 56.00 R.M.

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

Providing and laying cement concrete

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

cement : 2 coarse sand : 4 graded

stoneaggregate of 20 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 400)

Providing and laying cement concrete

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

cement : 1/2 coarse sand : 3 graded

stoneaggregate of 20 mm nominal size)

including cost of form work including,

curing labour,machinery, equipments

required toexecute this item etc.

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

Total of Part-II

22 PAVEMENT MARKING & CAT EYE

Providing and applying 2.50 mm thick hot

applied thermoplastic road marking of

white / yellow colour on bituminous /

concrete surface with fully automatic

machines as per detailed drawings /

22.1 engineers instructions for Lane markings,

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

ITEM DESCRIPTION QTY PER AMOUNT IN RS

a For Edge line marking of 15cm width 50.00 367.72 S.M.

b For Center Line marking of 10cm width 50.00 367.72 S.M.

For pedestrian markigns at junctions

(Zebra Crossing) 50.00 367.72 S.M.

For pedestrian markigns at junctions

(STOP LINE) 0.00 367.72 S.M.

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 50.00 367.72 S.M.

Supplying of Molded Shank Raised

Pavement Markers made of

polycarbonate and ABS molded body

and reflective panels with micro prismatic

lens capable of providing total internal

reflection of the light entering the lens face

and shall support a load of 16000 kg tested

in accordance to ASTM D 4280 Type H

and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 – DO III Dt 11.06.

1997. The height, width and length shall

not exceed 50 mm, 100 mm and 100 mm

and with minimum reflective area of

Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside, without

nails and using epoxy resin based adhesive

as per manufacturer’s recommendation and

complete as directed by the engineer. (3M

or Equivalent Brand)

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 lenscapable 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

22.3 should be resistant to dust and water ingress 5.00 2088.68 Nos.

according to IP 65 standards and should

withstand temperatures in the range of 0 C

to 70 C. Color of lighting could be provided

in red or yellow (amber) as per requirement

and typical frequency of blinking is 1 Hz.

There should be current losses of less than

20 microamperes 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

ITEM DESCRIPTION QTY PER AMOUNT IN RS

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 FlexibleMedian Marker that are

made of tough, high impactresistant,

injection-molded, thermoplastic body with

property of flexibility to provide high

durability.Thedimention of flexible median

marker should not exceed18.4cm in height

(including shank height), 12.5cm

inwidth,0.65cm in thikness and shank depth

shall be 3.4cm.the body structure shall be

rounded at all it'scorners and edges.the

plastic used for molding the flexible

median marker should survive impact load

5kg continuoslyfor 750 times at room

temperature.The logo of themanufacturer

shall be embossed on eitherside 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

22.4 Engineer in charge. 5.00 271.69 Nos.

Total of Part-III

23 ROAD SIGNAGES

Cautionary Warning Sign :-Providing

and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-

23.1 2012. Pre treated with phospheting process 1.00 3906.19 Nos.

& 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

ITEM DESCRIPTION QTY PER AMOUNT IN RS

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

Cms. for each leg including excavation,

curing etc.complete under the supervision

of engineer 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 sheeting

Informatory Signs :- Providing and

fixing sign boards made out of 2 mm

aluminium sheet; size 80 x 60 cms.

rectangle as per design of IRC 67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint; reflectorised with retro refiective

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

Specifications; 3.1 m long stand post and

23.2 frame fabricated from suitable size iron 1.00 3990.64 Nos.

angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm

as required; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

cms. diameter circle as per design of IRC

67-1977. Pre treated with phospheting

process & acid etching; coated with one

coat of epoxy primer and two coats of best

quality epoxy paint; reflectorised with retro

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

23.3 Specifications; 3.1 m long stand post and 1.00 3540.12 Nos.

frame fabricated from suitable size iron

angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm

as required; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

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

including excavation, curing etc. complete

ITEM DESCRIPTION QTY PER AMOUNT IN RS

under the supervision of engineer in charge.

(B) High Intensity Grade.

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

23.4 ) stand post and frame fabricated from 1.00 21287.51 Nos.

suitable size iron angle of 50 x 50 x 5 mm,

75 x 75 x 6 mm as required; painted with

best quality epoxy coatings in black and

white bends. The details of symbol or

inscription / numerals for each board shall

be as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4

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

each leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

Providing Supplying & Fixing jumbo swiss

type traffic bollard made out of 1.5 mm

thick CRC sheet in conical shape having

188cms, bottom dia 30cms, top dia 22cms,

with top circular direction plate of 30cms

dia for arrow fabricated as per attached

drawing and coated with black epoxy

powder coating and Retro reflectorised

three yellow strip 15cms wide and arrow

Micro Prismatic grade sheeting as per

ASTM 4956-09 Type-XI Fixing with

cement concrete M-25 grade, Foundation

size 30cm*30cm*35cm as per the

instruction of Engineer in charge

Total of Part-IV

24 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades

including supplying, paiting with

flourscent paint/white paint and fixing CGI

sheet 24 SWG of required height as per site

condition and M.S. angle of required size to

restain at 2.5 mt. c/c and dismantalling the

same after completion of work and

allowing for movement of traffic as per

drawing and as per instruction from

engineer in charge

Reuse of the above barricades in item

24.1 for traffic safety purpose without 1.00 28.32 S.M.

procuring new barricades.

Provision and fixing of traffic signs for

24.2 limited period at suitable locations as per 1.00 1800.00 Nos.

requirement during the construction in

ITEM DESCRIPTION QTY PER AMOUNT IN RS

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

mm x 6 mm angle iron post, founded and

installed as per approved design and

drawings, removed and disposed of after

completion of construction work, all as per

IRC:SP:55-2001.

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter,

mm high, filled with earth for stability,

24.3 painted in circumferential strips of alternate 1.00 286.00 Nos.

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

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 with level survey of

24.4 road for road profile at minimum 15 mt. 2.00 8800.00 Km

class interval with chainage markings on

site including C-Section, L-Section &

centre line marking of roads as per

instruction of engineer in charge.

Supplying and fixing the necessary

blinkers, delineators, trafic cones, etc as

24.5 per site requirement and as directed by

engineer in charge

Delineators 1.00 850.00 Nos.

Traffic cones, Etc. 1.00 501.00 Nos.

Blinkers 1.00 3850.00 Nos.

Total of Part-V

Milling the existing bituminous pavement

up to a depth of 50mm by milling machine

in a single cutting depth, to make a uniform

surface without disturbing the base

including diversion of traffic, removing

milled materials and disposal ofmilled

material to an approved dumping yard

(within 12 km lead) including loading and

unloading, all leads and lift, fuel,lubricant

charges etc complete.

Milling the existing bituminous pavement

for a depth more than 50 mm but up to

25.2 mm by milling machine in a single cutting

depth to make a uniform surface without

disturbing the base including diversion of

ITEM DESCRIPTION QTY PER AMOUNT IN RS

traffic, removingmilled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead)

including loading and unloading, all leads

and lift, fuel, lubricant charges etc

Milling the existing bituminous pavement

for a depth more than 100 mm but up to

200 mm by milling machine in double

cutting depth to make a uniform surface

without disturbing the base including

25.3 diversion of traffic, removing milled

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

Milling the existing bituminous pavement

for a depth more than 200 mm but up to

300 mm by milling machine in three

cutting depth to make a uniform surface

without disturbing the base including

25.4 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

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Milling the existing concrete pavement for

a depth up to 50 mm by milling machine

including diversion of traffic,removing

milled materials and disposal of milled

material to an approved dumping yard

(within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete.

Total of Part-VI

26 Drainage works

26.1 Supplying & Filling with fine sand in

compacted thickness over the base

including watering ramming, consolidating CM

& dressing etc. complete. Item includes by

using vibratory plates compacted machine

and as directed by engineer in charge.

26.2 Providing and supplying ISI Standard

R.C.C. pipes in standard lengths of

following class and diameter suitable for

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. One rubber ring should

be supplied with each full length socketed

pipe, cost included in rates below.

Lowering, laying and jointing R. C.C. pipes

in C. M. 1:1 1/2 of following diameters in

proper position, grade and alignment at all

levels as directed by Engineer-in-charge

including conveyance from stores to site of

work, labour, giving hydraulic testing as

(A2) 450 mm dia (NP3 Class) 290.00 1557.65 RM

(A3) 450 mm dia (NP4 Class) 0.00 2375.65 RM

(B1) 500 mm dia (NP2 Class) 0.00 1370.45 RM

(B2) 500 mm dia (NP3 Class) 0.00 1702.35 RM

(B3) 500 mm dia (NP4 Class) 0.00 2554.35 RM

(C1) 600 mm dia (NP2 Class) 0.00 1771.60 RM

(C2) 600 mm dia (NP3 Class) 290.00 2208.20 RM

(C3) 600 mm dia (NP4 Class) 0.00 3256.20 RM

26.3 Providing constructing brick masonary

INLET CHAMBER OF 750*600*1500

mm internal dimension with necessary

excavation refilling 350 mm th Br.

masonary in C.M 1:4,150 mm th. p.c.c. &

benching in c.c. 1:2:4,12mm th. plaster in 15.00 13548.00

C.M. 1:3 for inside & cement pointing in

C.M. 1:3 for o/s, prov. & fixing precast

RCC frame & cover of M30 grade as per

drawing & specification.- Rate For 1.5 mt

Add. or ded. per every 10 cm increase or

decrease in depth.

ITEM DESCRIPTION QTY PER AMOUNT IN RS

Repairing of strom drainage Inlet

chamber size 600mmx750mm) on existing

strom drainage lines including excavation

up to 0.75 mt. depth,Dismentailing of

damaged inlet chember up to required depth

(i.e. frame cover, coping, brick masonry

ect) and reconstruction of the same up to

0.75 mt. depth in brick masonry 35 cm

thick in C:M: 1:4, Plaster 12mm thick C:M

inside, coping in C:C 1:2:4 and conveying,

carting & fixing of C.I/R.C.C. Precast inlet

frame cover (to be issued from any of the

Municipal Store) Refilling, curing of

repaired inlet Chamber work shall be

carried up to 10 days from the repairing an

arrangement for to be done by contractor

for protection of repaired work against

traffic ect. complete. (Add / Deduct Rs.

552/- per 0.10mt. Depth Increase or

Providing, Laying and jointing on true line

and level UPVC pipe (SCH-40) line of

Prince/Supreme/Jain/Astral/Tulsi/Finole

x make including fittings make or

equivalent as approved by angineer-in-

charge. Pipe shall be fixed on the wall the

26.5 help of clamp at every two meter C/C or

shall be concealed as directed including

necessary fittings etc. including testing of

pipe and joints and fixing the same with

adhesive solvent, including cost of all

Providing and fixing brass ferrule of

approved make of following sizes inclusive

26.6 of all taxes, insurance, transportation etc.

Total of Part-VII

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

V+PART-VI +PART-VII =

SIGNATURE OF THE CONTRACTOR

Executive Engineer

East (Varachha) Zone-A

Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE-A

NAME OF WORK :- Construction of Society roads/ Trench Reparing from sub

grade to wearing course/ road carpet/ road recarpet roads falling in East

(Varachha) Zone -A of Surat city by Contractor's own batch mix plant and WMM

plant to be installed within surat city limit with sensor operator paver finisher

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

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

traffic safety measures. (Work no-03)

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

accompanying specification and conditions in consideration of payment being made for

the quantity of work to be executed at PAR/at___________ % (percent) in

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

total as above.

Final total cost tendered as per the rate quoted above will be

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 & B.

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

EAST (VARAVHHA) ZONE-A

SURAT MUNICIPAL CORPORATION.