Construction of road layers from sub grade to binder/wearing course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.) falling in New East (Sarthana) Zone of Surat city by contractors own Batch mix type Hot mix Plant and WMM plant to be installed within Surat city limit with Sensor operator paver finisher with contractor's own Machinery and Mobile Laboratory including construction/repair of footpath, divider, water table and providing & laying/fixing of pavement markings, road studs, road signages with other traffic safety measures.

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

course, carpeting / recarpeting having width 24.00 mts. and

above TP/NON TP road of Newly Added Villages & Newly

Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara,

Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.)

falling in New East (Sarthana) Zone of Surat city by

contractor’s own Batch mix type Hot mix Plant and WMM

plant to be installed within Surat city limit with Sensor

operator paver finisher with contractor's own Machinery and

Mobile Laboratory including construction/repair of footpath,

divider, water table and providing & laying/fixing of

pavement markings, road studs, road signages with other

traffic safety measures. (WORK NO.01)

Uploading of tender documents Dt-19/02/2026

Last date of Document Dt-05/03/2026 UP TO 18.00 Hrs.

downloading and Online Bid

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

[email protected] on or before 26/02/2026 up to

Pre bid Meeting -

Physical submission of EMD, Up To 12/03/2026 upto 18.00 Hrs. at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation, Muglisara, by

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. onwards

Opening of Price bid (Online) Probable Dt - 13/03/2026 10:00 hrs. onwards

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

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

binder/wearing course, carpeting / recarpeting having width 24.00 mts.

and above TP/NON TP road of Newly Added Villages & Newly Added Draft

T.P.Scheme of (Pasodara, Laskana, Kathodara, Khadsad, Valak, Bhada,

Velanja, Umra, Kathor Etc.) falling in New East (Sarthana) Zone of Surat

city by contractor’s own Batch mix type Hot mix Plant and WMM plant to

be installed within Surat city limit with Sensor operator paver finisher

with contractor's own Machinery and Mobile Laboratory including

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

laying/fixing of pavement markings, road studs, 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

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPALCORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Construction of road layers from sub

grade to binder/wearing course, carpeting /

recarpeting having width 24.00 mts. and above

TP/NON TP road of Newly Added Villages & Newly

Added Draft T.P.Scheme of (Pasodara, Laskana,

Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja,

Umra, Kathor Etc.) falling in New East (Sarthana) Zone

of Surat city by contractor’s own Batch mix type Hot

mix Plant and WMM plant to be installed within Surat

city limit with Sensor operator paver finisher with

contractor's own Machinery and Mobile Laboratory

including construction/repair of footpath, divider,

water table and providing & laying/fixing of pavement

markings, road studs, road signages with other traffic

safety measures. (WORK NO.01)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

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

course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP

road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara,

Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor

Etc.) falling in New East (Sarthana) Zone of Surat city by contractor’s own Batch

mix type Hot mix Plant and WMM plant to be installed within Surat city limit

with Sensor operator paver finisher with contractor's own Machinery and Mobile

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

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

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

CARPET/RECARPET 2025-2026

TENDER NOTICE NO. DMC/NEZ/28/2025-2026 Work No.01

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

course, carpeting / recarpeting having width 24.00 mts. and above TP/NON TP

road of Newly Added Villages & Newly Added Draft T.P.Scheme of (Pasodara,

Laskana, Kathodara, Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor

Etc.) falling in New East (Sarthana) Zone of Surat city by contractor’s own Batch

mix type Hot mix Plant and WMM plant to be installed within Surat city limit

with Sensor operator paver finisher with contractor's own Machinery and Mobile

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

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

other traffic safety measures. (WORK NO.01)

BOQ TO BE FILLED BY BIDDER (ONLINE)

ITEM RATE AMOUNT IN

ITEM DESCRIPTION QTY PER

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 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 : 0.00 0.00 C.M.

Removing of Existing road shall be

Carryout only by Cutter Machine

/Hydraulic Bracker)

Providing cutting of exisiting

bituminous surface upto suitable depth

in line and alignment using

Mechanically operator cutter machine

before excavating existing surface for

utility laying including cost of all type

of machinery, fuel, labour, etc and as

per direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case

may be, upto 240 mm depth for full

2 width of road and breaking the soil into 10000.00 20.33 C.M.

pieces less 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

3 same as per details in tender 3000.00 572.00 MT

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

4 Disc Harrowing Rotavator or as the 600.00 6952.00 MT

case may be, including watering,Tests

required to be carried out etc. complete

as per details in tender specification &

as directed by engineer in charge.

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 18000.00 1488.88 CM

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 60000.00 68.67 SM

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,

9 including all materials, labour, 120000.00 15.16 SM

machinery,tests required to be carried

out with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer

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

10 sensor paver finisher including

consolidation by rollers as specified

including providing and operating plant,

sensor paver and machinery, cost of

fuel, oil lubricant and labour charges,

tests requied to be carriedout including

cost of aggregate and filler (if found

required as per mix design)etc complete

(But including cost of providing

4.50% bitumen (including cost of

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

11 the rate of 0.25 kg. per Sq. Meter area, 150000.00 14.24 SM

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

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

5.20% bitumen (including cost of

5.40% bitumen (Excluding cost of

5.20% bitumen (Excluding cost of

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 10 200000.00 2.47 SM

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. /

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

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

Bitumen Painting (Excluding cost of 0.00 SM

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.

Picking of the bituminous surface using

JCB excavator or by any mechanical

means, cleaning and removal of loose

and unsuitable material on the road

15 surface including cost of fuel, oil, 30000.00 4.81 SM

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

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 manhole

frame with cover at site as per design

17 for circular manhole including labour 100.00 2294.00 No.

charge etc., Complete as per details in

tender specification & as directed by

engineer in charge.

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

18 : 1.5 Part of sand : 3 part of course 400.00 573.66 No.

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.

Raising & Lowering upto 10 cm inlet

chamber to the required level upto FRL

of DBM /BC including all materials, 100.00 701.00 No.

framework including removing existing

inlet chamber frame cover and fixing

existing inlet chamber frame cover and

removing existing material from inlet

chamber (add Rs. 568.00 per 0.10 mt.

depth increase or decrease)

Providing & Fixing RCC precast Inlet

chamber cover of M-30 grade as per

drawing and specifications

Providing & Fixing RCC precast Inlet

chamber frame of M-30 grade as per

drawing and specifications

Providing SEMI DENSE

BITUMINOUS CONCRETE (SDBC)

with aggregates as per gradation and

bitumen for mixing @ 5.50% by Wt.

18 of total mix as binder by batch mix

(D) 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

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, 6000.00 301.78 CM

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

18 250 mm loose, breaking clods, dressing

(F) 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.

Providing Rubble pitching with hard

stone of aooroved quality in cement

18 mortar 1: 6 (1 cement : 6 coarse sand)

(G) including leveling up,curing

etc.complete excliding pointing

Providing & Filling Rubbles

18 including hand packing & filling

(H) interstics with Quarry Spalls complete

for all leads and lifts.

Stabilization of existing ground soil of

road base by excavation up to 200mm

depth, pulverizing the soil using

equipments like disc harrows,

rotavators or any other suitable

machineries to make soil in finer size,

removal of vegetation or any other

deleterious matter, stumps of trees,

including excavation of existing base,

stacking of soil, spreading of soil in

layer, mixing with using lime - Flyash

admixture with excavated sub base soil,

free from organic matter/deleterious

18(I) material . The lime shall be commercial 0.00 309.06 CM

dry lime confirming latest revision of IS

1514, slaked at site or pre-slaked with

CaO content not less than 70 per cent,

Fly ash to conform to latest revision of

IS 3812 gradation as per clause 4.3 of

IRC: 88-1984, lime + fly ash content

ranging approximately 10 to 30 per

cent, ratio of lime: fly ash : soil shall be

approximately 3:12:85 or both of

proportions as per design mix to

achieve the minimum CBR value after

days soaking to be 8 per cent in

laboratory and 5 percent at site.

Supply & Laying of Mechanically

Woven Double Twisted Hexagonal

Shaped Wire Mesh Gabion Boxes of

required size, Mesh Type 10x12cm,

Zinc and PVC coated, Mesh Wire dia.

2.7/3.7mm (ID/OD), mechanically

edged / selvedged, with heavy coating

of galvanization as per EN 10223-

3/ASTM A975 with partitions at every

1m interval and properly packed with

approx 200mm size rubble including

transportion and placing at indicated

place as per direction of engineer in

charge including tools, plants, labour,

material, royalty charge etc in all

respect and stiching with lacing wire of

dia 2.2/3.2 mm (ID/OD), including all

safty precautions and with all lead lift.

Providing and laying of thermally

18 bonded non wovengeotextile of

(K) approved brand and quality beneath

theGabian wall as directed.

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

[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

Total of Part-I

20 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.

20.1 complete. Including labour, machinery 200.00 109.41 C.M.

& equipments require to complete this

item and as detailed in tender

specification & as directed by engineer

Dismantling of structures of

roadways, including disposing off

unserviceable material free of cost

which will be the owenrship of

20.2 contractor or as directed by the

Engineer with all leads and lift etc.

Including labour, machinery &

equipments required to complete this

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

(B) Removing existing Kotah Stone 0.00 50.11 S.M.

(C) Brick / Stone Masonary 0.00 577.92 C.M.

(D) Plain Concrete 0.00 639.72 C.M.

(E) Bituminious Pavement 0.00 288.65 C.M.

(F) Non Bituminious Pavement 0.00 155.25 C.M.

Preparation of subgrade with

compacting. levelling and consolidation

of subgrade with mini roller/plate

vibrator machine including watering

and filling in depression which occur

during the process. including

labour,machinery, equipments required

to execute this item etc. complete as

detailed in tender specification & as

directed by engineer in charge.

Providing and laying cement concrete

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

graded stone aggregate of 20 mm

nominal size) and curing complete

excluding cost of form work and

reinforcement for reinforced concrete in

vertical and horizontal fins upto floor

two.including labour,machinery,

equipments required to execute this

item etc. complete.

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted thickness

over the base including necessary

20.5 compaction, watering etc. complete. 200.00 480.00 C.M.

item includes levelling by using mini

rollar/plat vibrator machine and as per

details in tender specification & as

directed by engineer in charge.

Providing 100 mm thick readymade

C.C. kerb of strength M20 (Size 300 x

380 mm) purchased from S.M.C.'s

approved paver block manufacturer and

setting in line, level and in truly vertical

position, including filling joints 10mm

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

part of coarse sand) smooth pointing in

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

stone dust) including watering, test

required to be carriedout etc. complete

and as directed by Engineer-in-charge).

including watering, labour, tests

required to be carried out, machinery,

equipments required to execute this

item etc. complete.

A For regular edge of footpath 1000.00 228.00 R.M.

For roundling at the edge of footpath

(For fanning portion)

Providing and fixing interlocking type

Rubber Moulded cement concrete

paver block of approved shape, design

and colour having 60 mm thickness (M-

35), purchased from SMC's approved

paverblock manufacture only and 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 1000.00 524.00 S.M.

B Without Colour 1500.00 524.00 S.M.

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

Without Colour (Produced by C&D

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

25 mm thick beddcing in C.M. 1:6 (1

Part of cement : 6 Part of coarse sand)

with sufficient ramming consolidation.

20.8 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,

1 Part of coarse sand) including

watering etc. complete and as per

details in tender specification & as

directed by engineer in charge.

B Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 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, 100.00 189.00 R.M.

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

20.8 Readymade water drain channel ( 600 x 100.00 353.00 R.M.

Supplying and fixing RCC collar (300

mm dia) for tree plantation including all

taxes, carting, loading, unloading etc.

20.9 complete.with all labour, material 0.00 60.00 Nos.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

Providing and applying two coats of

synthetic enamel paint including

20.10 primer to kerb as per technical 5000.00 90.00 S.M.

specifications and as directed by

Engineer-in-charge.

Painting two coats of enamel paint

(Excluding priming coat) over

20.10 previously painted wall after removing

(A) entire surface with even shade &

surface after removing dirt, dust foreign

matter etc. comp.

Removing existing kotah stone

flooring in mortar and vertical stone

kerbing including stacking of

serviceable material carting at SMC

store disposal of unserviceable material

with all lead and lift.

Removing and resetting existing

rough kotah stone water table for

footpath in line, level and proper

gradient including 25 mm thick bedding

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

coarse sand) with sufficient ramming,

20.12 consolidation, Providing joints in C.M. 0.00 63.89 R.M.

1:3 (1 Cement : 3 Coarse sand) and

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

: 1 Coarse sand) including watering etc.

complete as per details in tender

specification & as directed by engineer

Removing and resetting Existing

paver block, including all watering

20.12 leveling, cleaning, labour &

(A) 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 and truly

vertical position, including filling joints 0.00 56.00 R.M.

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

coarse sand) smooth pointing in

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 contractor.

Providing and laying cement concrete

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

as per drawing and as per details in

tender specification & as directed by

engineer in charge with all leads, lifts,

loding & unloding etc. complete.

( i ) 775mm height cement concrete

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

& Fixing for Median as per drawing 9000.00 1091.00 R.M.

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 approved 0.00 380.00 R.M.

manufactures and as per details in

tender specification & as directed by

engineer in charge.

Providing and laying cement concrete

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

cement : 2 coarse sand : 4 graded stone

20.14 aggregate of 20 mm nominal size)

(A) 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

20.14 stone aggregate of 20 mm nominal size)

(B) including cost of form work including,

curing labour,machinery, equipments

required to execute this item etc.

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

(A) 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

20.15 diversion of traffic, removing milled 0.00 67.86 S.M.

materials and disposal of milled

material to an approved dumping yard

(within 12 km lead) including loading

and unloading, all leads and lift, fuel,

lubricant charges etc complete

Milling the existing bituminous

pavement for a depth more than 50 mm

but up to 100 mm by milling machine in

a single cutting depth to make a

uniform surface without disturbing the

base including diversion of traffic,

removing milled materials and disposal

of milled material to an approved

dumping yard (within 12 km lead)

including loading and unloading, all

leads and lift, fuel, lubricant charges etc

Milling the existing bituminous

pavement for a depth more than

mm but up to 200 mm by milling

machine in a single cutting depth to

make a uniform surface without

disturbing the base including diversion

of traffic, removing milled materials

and disposal of milled material to an

approved dumping yard (within 12 km

lead) including loading and unloading,

all leads and lift, fuel, lubricant charges

Milling the existing bituminous

pavement for a depth more than

mm but up to 300 mm by milling

machine in a single cutting depth to

make a uniform surface without

disturbing the base including diversion

20.18 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

(AA) 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

Total of Part-II

21 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

21.1 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

a For Edge line marking of 15cm width 2500.00 367.72 S.M.

For Center Line marking of 10cm

For pedestrian markigns at junctions

c (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, 100 mm

21.2 and 100 mm and with minimum 200.00 217.40 Nos.

reflective area of 13 Sqcm on each side

and the slope to the base shall be 35 +/-

5 degree. The strength of detachment of

the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and

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

the body is to be a minimum value of

500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go

inside, without nails and using epoxy

resin based adhesive as per

manufacturer’s recommendation and

complete as directed by the engineer.

(3M or Equivalent Brand)

Solar Stud: Supplying of Solar Raised

Pavement Markers made of

polycarbonate molded body with

circular shape, solarpowered, LED self

illumination in active mode, 360 degree

illumination and reflective panels with

micro prismatic lens capable of

providing total internal reflection of the

light entering the lens face in passive

mode. The marker shall support a load

of 20000 kg tested in accordance to

ASTM D 4280. The marker should be

resistant to dust and water ingress

according to IP 65 standards and should

withstand temperatures in the range of

C to 70 C. Color of lighting could be

provided in red or yellow(amber) as per

requirement and typical frequency of

21.3 blinking is 1 Hz. There should be 0.00 2088.68 Nos.

current losses of less than

microamperesat 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

mm respectively. The weight of the

marker shall not exceed 0.5 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)

Providing Supplying and fixing post

delineators made of ABS body fitted

with high reflective, reflectors and

mounted on pipe of 50 to 70 mm dia

21.4 and height varying from 450 to 700 mm 0.00 1333.20 Nos.

to be installed etc. completed as per

direction of Engineer-in- charge.(3M or

Equivalent Brand)

Supply and Fixing of Flexible Median

Marker (FMM) from a combination of

tough, high impact resistant engineering

thermoplastic material with U shape

structure having rebound/bounce*back

property having overall height, width

and body thickness not less than

181mm, 120mm, and 6.5mm

respectively The flourscent yellow retro

reflective sheeting meeting ASTM

D4956 Typ-XI specifications, in the

21.5 FMM helps to highlight the medians 0.00 271.69 Nos.

and increase the visibility during the

night. The flexible Median Marker

should have integrated shank having

depth of min 30mm and a dia min

20mm fixed by drilling a hole on the

kerb for the shanks to go inside,without

nails and using epoxy resin based

adhesive as per manufacturer's

recommendation and complete as

directed by engineer in charge.(3M or

Equivalent Brand)

Total of Part-III

22 ROAD SIGNAGES

Cautionary warning sign :- Providing

and fixing sign boards made out of

mm aluminium sheet; size 90 x 90 x

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

22.1 iron angle of 35 x 35 x 3 mm, 75 x 75 x 20.00 3906.19 Nos.

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

Facility 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

22.2 from suitable size iron angle of 35 x 35 20.00 3990.64 Nos.

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

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

22.3 iron angle of 35 x 35 x 3 mm, 75 x 75 x 25.00 3540.12 Nos.

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

Direction sign (Junction board) :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

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 and frame

22.4 fabricated from suitable size iron angle 10.00 21287.51 Nos.

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

22.5 coating and Retro reflectorised three 5.00 3729.97 Nos.

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

Total of Part-IV

23 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades

including supplying, paiting with

flourscent paint/white paint and fixing

23.1 CGI sheet 24 SWG of required height

(A) 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

Reuse of the above barricades in

item 24.1 for traffic safety purpose 20.00 28.32 SM

(B) without procuring new barricades.

Provision and fixing of traffic signs

for limited period at suitable locations

as per requirement during the

construction in construction zone

comprising of warning zone, approach

transition zone, working zone and

terminal transition zone with a

minimum distance of 60 cm from the

edge of the kerb in case of kerbed

roads and 2 to 3 m from the edge of the

23.2 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, 800 mm high, filled with

earth for stability, painted in

23.3 circumferential strips of alternate black

and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as

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

23.4 with level survey of road for road 15.00 8800.00 Km

profile at minimum 15 mt. class

interval with chainage markings on site

including C-Section, L-Section &

centre line marking of roads as per

instruction of engineer in charge.

Supplying and fixing the necessary

blinkers, delineators, trafic cones,

23.5 etc as per site requirement and as

directed by engineer in charge.

Delineators 100.00 850.00 Nos.

Traffic cones, Etc. 500.00 423.00 Nos.

Blinkers 0.00 3850.00 Nos.

Total of Part-V

24 PAVER BLOCK ITEMS FOR

24.1 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 strength of

N/mm2 on average thickness of 45 mm 500.00 965.00 SM

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

24.2 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 strength of

N/mm2 on average thickness of 45 mm 500.00 714.00 SM

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

24.3 Providing and laying cement concrete

1:2:4 ( 1 part of cement, 2 part of

coarse sand, 4 part of graded stone

aggregate of 20 mm nominal size) in

proper line and level including

compaction, curing form work but

excluding steel reinforcement etc.

Total of Part-VI

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

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

NEW EAST (SARTHANA)ZONE

SURAT MUNICIPAL CORPORATION.

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

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

carpeting / recarpeting having width 24.00 mts. and above TP/NON TP road of Newly

Added Villages & Newly Added Draft T.P.Scheme of (Pasodara, Laskana, Kathodara,

Khadsad, Valak, Bhada , Abrama, Velanja, Umra, Kathor Etc.) falling in New East (Sarthana)

Zone of Surat city by contractor’s own Batch mix type Hot mix Plant and WMM plant to be

installed within Surat city limit with Sensor operator paver finisher with contractor's own

Machinery and Mobile Laboratory including construction/repair of footpath, divider, water

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

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.