Construction of TP and Non TP roads from sub grade to wearing course road carpet road recarpet falling below 24.00m wide 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 and laying fixing of pavement markings road studs road signages and with other traffic safety measures.

Name of Work:- Construction of TP/Non TP roads from sub

grade to wearing course/ road carpet/ road recarpet falling below

24.00m wide 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-5)

Uploading of tender documents Dt-19/02/2026.

Last date of Document

Dt-05/03/2026 UP TO 18.00 Hrs.

Last date of Online bid

Dt-05/03/2026 UP TO 18.00 Hrs.

Bidder shall have to post there queries on E mail address

Online query [email protected] on or before Dt-26/02/2026 up

Pre bid Meeting -

Up to Dt.13/03/2026, 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 - 06/03/2026 10:00 hrs. onword (Probable)

SURAT MUNICIPAL CORPORATION

EAST (VARAVHHA) ZONE-A

NAME OF WORK :- Construction of TP/Non TP roads from sub grade to wearing

course/ road carpet/ road recarpet falling below 24.00m wide 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-5)

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 TP/Non TP roads from

sub grade to wearing course/ road carpet/ road

recarpet falling Below 24.00m wide 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-5)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

EAST (VARACHHA) ZONE -A

NAME OF WORK :- Construction of TP/Non TP roads from sub grade to wearing

course/ road carpet/ road recarpet falling below 24.00m wide 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-5)

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/19/2025-2026

Name of Work:- Construction of TP/Non TP roads from sub Grade to wearing

course/ road carpet/ road recarpet falling Below 24.00m wide 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- 5)

BOQ TO BE FILLED BY BIDDER (ONLINE)

S.O.R 2023-24 Without GST & With Cess

M ITEM DESCRIPTION QTY 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 34735.75 104.20 CM

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

mt. (Note : Removing of Existing road shall

be Carryout only by Cutter Machine

/Hydraulic Bracker)

(i) Metalled grouted road 0.00 155.25 CM

(b)Asphal Road 0.00 288.65 CM

Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator cutter

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

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 road

2 and breaking the soil into pieces less than 20 19749.00 19.84 CM

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

spreading the same with the excavated soil

and flyash thoroughly by Disc Harrowing

M ITEM DESCRIPTION QTY AMOUNT IN RS

Rotavator or as the 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.

Rolling and compaction of Subgrade with

8 T. vibratory roller and filling in depressions

5 which occur during the process as per details 19749.00 33.09 CM

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

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

6 motor grader and compacting with vibratory 15011.75 1456.67 CM

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

7 compacting by vibratory roller of minimum 10119.50 1616.91 CM

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

for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per Sq.Meter

area, 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

8887, for application of Tack coat before

application of binder course at the rate of

9 0.27 kg. per Sq. Meter area, including all 151649.60 12.50 SM

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

M ITEM DESCRIPTION QTY 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

10 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

11 0.25 kg. per Sq. Meter area, including all 267420.00 11.77 SM

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

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

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

@ 5.20% bitumen (including cost of

@ 5.40% bitumen (Excluding cost of

(d) @ 5.20% bitumen (Excluding cost of 0.00 1027.17 MT

M ITEM DESCRIPTION QTY AMOUNT IN RS

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

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

13 required materials, all labour and material

(A) cost (including cost of bitumen) preparing

surface by brushing with wire brushes,

sweeping with mechanical broom /

compressed air and finally fanning the

cleaned surface with gunny bags to remove

all loose dirt etc. completeas per details in

tender specification & as directed by

engineer in charge.

13 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 53592.60 40.72 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., 638.00 2294.00 No

Complete as per details in tender

specification & as directed by engineer in

Raising & Lowering Eixsiting Manholes &

18 Inlet chamber (with frames) of drainage, 683.00 583.55 No

strom drainage, sever trap chamber, scraper

M ITEM DESCRIPTION QTY AMOUNT IN RS

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 :

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 upto FRL of

DBM/BCIncluding all Materials, formwork

including removing existing Inlet Chamber

frame Cover and Fixing Existing Inlet 463.00 701.00 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

Chamber Cover of M-30 grade as per

Drawing and Specifications.

(ii) size 600 mm x 450 mm 410.00 692.00 No

Providing and fixing RCC pre cast Inlet

Chamber Frame of M-30 grade as per

Drawing and Specifications.

(ii) size 600 mm x 450 mm 370.00 647.00 No

Carting and conveying of bitumen from

refinery / any depot of oil companies to Surat

19 including loading & unloading in suitable

tanks/drums etc. Complete (without octroi

charge applicable from time to time).

[1] From Koyali and Savli refinery (Baroda) 0.00 922.41 MT

[2] From Vapi 0.00 757.18 MT

[3] From Mumbai 0.00 1438.73 MT

[4] From Hazira 0.00 262.68 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

batch mix type hot mix plant including cost

of fuel, oil, lubricant and labour charges tests

required to be carriedout including cost of

aggregates and including cost of bitumen.

(ii) SDBC(Excluding cost of bitumen) 50.00 950.41 MT

Providing and filling Yellow soil/Mixed soil

20 with necessary dumping filling of the

(A) trenches of each layer not exceeding 150mm

depth of not including watering,

M ITEM DESCRIPTION QTY AMOUNT IN RS

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,

20 breaking clods, dressing to the required lines,

(B) 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.

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 1057.85 CM

(B) Removing existing Kotah Stone 0.00 47.72 CM

(C) Brick / Stone Masonary 500.00 550.40 CM

(D) Plain Concrete 100.00 609.26 CM

(E) Bituminious Pavement 500.00 288.65 CM

(F) Non Bituminious Pavement 0.00 155.25 CM

Preparation of Subgrade with compacting.

levelling and consolidation of subgrade with

mini roller/plate vibrator machine including

watering and filling in depression which

21.3 occur during the process. including 4500.00 4.98 SM

labour,machinery, equipments required to

execute this item etc. complete as detailed in

tender specification & as directed by

engineer in charge.

Providing and laying Cement Concrete

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

stone aggregate of 20 mm nominal size) and

curing complete excluding cost of form work

and reinforcement for reinforced concrete in

vertical and horizontal fins upto floor

M ITEM DESCRIPTION QTY AMOUNT IN RS

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 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) smooth

21.6 pointing in C.M. 1:1 (1 Part of cement :

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,

B Size in mm (H 480 X W 300 X T 150) 500.00 380.00 RM

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

(i) For regular edge of footpath 1500.00 228.00 RM

For roundling at the edge of footpath (For

fanning portion)

Providing and fixing interlocking type

Rubber Moulded cement concrete paver

block of approved shape, design and colour

having 60 mm thickness (M-35), purchased

from SMC's approved paverblock

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 3500.00 524.00 SM

(B) Without Colour 650.00 524.00 SM

(C) With Colour (Produced by C&D waste) 0.00 408.00 SM

(D) Without Colour (Produced by C&D waste) 0.00 376.25 SM

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

M ITEM DESCRIPTION QTY AMOUNT IN RS

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) 50.00 120.59 RM

Providing and fixing in position readymade

cement concrete Water Drain Slab ( 300 x

21.8 300 x 80 mm ) M-30 Grade with all labour,

(A) material, testing charge etc. complete as per

details in tender specification & as directed

by engineer in charge.

21.8 Readymade water drain channel

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

21.9( carting, loading, unloading etc.

A) complete.with all labour, material 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

B) mm(Type D) ( set 4)

Providing and applying two coats of

21.1 synthetic enamel paint including primer to

0 kerb as per 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 0.00 47.72 SM

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

Cement, 6 Part of coarse sand) with sufficient

ramming, consolidation, Providing joints in 0.00 61.94 RM

C.M. 1:3 (1 Cement : 3 Coarse sand) and

smooth pointing in C.M. 1:1 (1 Cement :

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. 1000.00 102.00 SM

complete as per details in tender specification

& as directed by engineer in charge.

M ITEM DESCRIPTION QTY AMOUNT IN RS

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 1000.00 56.00 RM

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 / 0.00 27.32 RM

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 :

coarse sand : 4 graded stone

21.1 aggregate of 20 mm nominal size) including

4 cost of form work including, curing

labour,machinery, equipments required to

execute this item etc. complete. Size :- (750

Providing and laying cement concrete cast-

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

1/2 coarse sand : 3 graded stoneaggregate of

21.1 20 mm nominal size) including cost of form 200.00 378.00 Nos

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 / engineers

22.1 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 500.00 367.72 SM

b For Center Line marking of 10cm width 100.00 367.72 SM

For pedestrian markigns at junctions (Zebra

For pedestrian markigns at junctions (STOP

e Letter markigns at junctions 0.00 367.72 SM

f Direction arrow markigns at junctions 0.00 367.72 SM

g For lane line marking of 15cm width 500.00 367.72 SM

M ITEM DESCRIPTION QTY AMOUNT IN RS

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

22.2 mm and with minimum reflective area of 13 100.00 217.40 Nos

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 should be resistant to dust and water

ingress according to IP 65 standards and

should withstand temperatures in the range of

0 C to 70 C. Color of lighting could be

provided in red or yellow (amber) as per

requirement and typical frequency of

blinking is 1 Hz. There should be current

losses of less than 20 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 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)

Total of Part-III

M ITEM DESCRIPTION QTY AMOUNT IN RS

23 ROAD SIGNAGES

Cautionary Warning Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

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

equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

23.1 fabricated from suitable size iron angle of 35 1.00 3906.19 Nos

x 35 x 3mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. The

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

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

excavation, curing etc.complete under the

supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the product

offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective 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 frame fabricated from suitable size

23.2 iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 1.00 3990.64 No

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 60 cms. diameter

circle as per design of IRC 67-1977. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy

M ITEM DESCRIPTION QTY AMOUNT IN RS

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

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.

Direction sign (Junction board) :-

Providing and fixing sign boards made out

of 2 mm aluminium sheet; size 244 x

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 and frame fabricated from 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

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

23.5 and coated with black epoxy powder coating 1.00 3729.97 No

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

M ITEM DESCRIPTION QTY AMOUNT IN RS

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 0.00 28.32 SM

procuring new barricades.

Provision and fixing of traffic signs for

limited period at suitable locations as per

requirement during the construction in

construction zone comprising of warning

zone, approach transition zone, working

zone and terminal transition zone with a

minimum distance of 60 cm from the edge

of the kerb in case of kerbed roads and 2 to

24.2 3 m from the edge of the carriageway in 0.00 1800.00 No

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 0.00 286.00 No

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. 23.70 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 0.00 850.00 No

Traffic cones, Etc. 0.00 501.00 No

Blinkers 0.00 3850.00 No

Total of Part-V

Milling the existing bituminous pavement

up to a depth of 50mm by milling machine

M ITEM DESCRIPTION QTY AMOUNT IN RS

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

mm by milling machine in a single cutting

depth to make a uniform surface without

disturbing the base including diversion of

25.2 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

25.4 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

M ITEM DESCRIPTION QTY AMOUNT IN RS

leads and lift, fuel, lubricant charges etc

Milling the existing concrete pavement for

a depth up to 50 mm by milling machine

including diversion of traffic,removing

milled materials and disposal of milled

material to an approved dumping yard

(within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete.

Total of Part-VI

26 Drainage works

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) 300.00 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

M ITEM DESCRIPTION QTY AMOUNT IN RS

(C2) 600 mm dia (NP3 Class) 300.00 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 5.00 13548.00 NO

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.

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

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 TP/Non TP roads from sub Grade to

Wearing course/ road carpet/ road Recarpet Falling Below 24.00m wide 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-5)

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.