Construction of TP or Non TP roads from sub grade to wearing course, carpet or recarpet having width Below 24.00mt T.P. Road in Nana Varachha-Sarthana, Puna-Simada and Newly added villages (Valak, Bhada, Laskana, Pasodara, Kathodra, Khadsad) falling in New East (Sarthana) Zone jurisdiction 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 or repair of footpath, divider, water table and providing and laying or fixing of pavement markings, road studs, road signages and with other traffic safety measures.2026-27,Work no- 02

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

course, carpet/ recarpet having width Below 24.00 mt T.P.

Road in Nana Varachha-Sarthana, Puna-Simada and Newly

added villages (Valak, Bhada, Laskana, Pasodara, Kathodra,

Khadsad) falling in New East (Sarthana) Zone jurisdiction 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.(2026-27) [Work No-02]

Uploading of tender documents Dt-14/05/2026

Last date of Document Dt-02/06/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-02/06/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 21/05/2026 up to

Pre bid Meeting -

Physical submission of EMD, UP To Dt-10/06/2026 up To 18.00 Hrs. at the office of

Tender fee. “Chief Accountant, Surat Municipal Corporation,

Muglisara, Surat-395003 Gujarat 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 -03/06/2026 10:00 hrs. onwards.(Probable)

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

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

course, carpet/ recarpet having width Below 24.00 mt T.P.

Road in Nana Varachha-Sarthana, Puna-Simada and Newly

added villages (Valak, Bhada, Laskana, Pasodara, Kathodra,

Khadsad) falling in New East (Sarthana) Zone jurisdiction 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.(2026-27) [Work No-02]

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 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, carpet/ recarpet having width

Below 24.00 mt T.P. Road in Nana Varachha-Sarthana,

Puna-Simada and Newly added villages (Valak, Bhada,

Laskana, Pasodara, Kathodra, Khadsad) falling in New East

(Sarthana) Zone jurisdiction 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.(2026-27) [Work No-

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

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

course, carpet/ recarpet having width Below 24.00 mt T.P.

Road in Nana Varachha-Sarthana, Puna-Simada and Newly

added villages (Valak, Bhada, Laskana, Pasodara, Kathodra,

Khadsad) falling in New East (Sarthana) Zone jurisdiction

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.(2026-27) [Work No-02]

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

TENDER NOTICE NO. DMC/NEZ/02/2026-2027

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

course, carpet/ recarpet having width Below 24.00 mt T.P.

Road in Nana Varachha-Sarthana, Puna-Simada and Newly

added villages (Valak, Bhada, Laskana, Pasodara, Kathodra,

Khadsad) falling in New East (Sarthana) Zone jurisdiction 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.(2026-27) [Work No-02]

BOQ TO BE FILLED BY BIDDER (ONLINE)

S.O.R.- 2024-25 (WITHOUT GST)

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

course, carpet/ recarpet having width Below 24.00 mt T.P. Road in Nana

Varachha- Sarthana, Puna-Simada and Newly added villages (Valak, Bhada,

Laskana, Pasodara, Kothadara, Kharsad) falling in New East (Sarthana) Zone

jurisdiction 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.(2026-27) [Work No-02]

ITEM RS AMOUNT IN RS

ITEM DESCRIPTION QTY PER

NO. SOR 24- (SOR 24-25)

Box cutting the road surface to proper slop

and camber for road work including a base

1 for road work including removing the 20000.00 109.41 C.M.

excavated stuff depositing on the road side

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

Removing of Existing metalled grouted

road/Asphal Road surface upto base course

including stacking of material upto lead of

50 mt. (Note : Removing of Existing road

shall be Carryout only by Cutter Machine

/Hydraulic Bracker)

Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator

1 (B) cutter machine before excavating existing 0.00 0.00 R.M.

surface for utility laying including cost of

all type of machinery, fuel, labour, etc and

as per direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of road

2 and breaking the soil into pieces less than 20 7500.00 20.33 C.M.

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

4 Rotavator or as the case may be, including 400.00 6952.00 MT

watering,Tests required to be carried out etc.

complete as per details in tender

specification & as directed by engineer in

Rolling and compaction of Subgrade with

T. vibratory roller and filling in depressions

5 which occur during the process as per details 7500.00 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

200mm thickmess and compacted thickness

as per design & drawing with specified

graded stone metal and sand mixed in

pugmill and laid with mechanical means

spreading with motor grader and compacting

with vibratory roller having minimum 80-

100 kN static weight to achieve desired

density of 98% of MDD including all

materials, labour, machinery,tests required

to be carried out with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer in

Providing and laying Wet Mix Macadam

with paver finisher in specified thickness,

each layer not exceeding 200 mm

compacted thickness including premixing in

WMM plant with well graded crushed stone

aggregate, with watering and spreading by

mechanical means 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 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

8 area, including all materials, labour, 35000.00 68.67 SM

machinery,test with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

to be carried out with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer in

Providing and laying DENSE GRADED

BITUMINOUS MACADAM (DBM) as

per gradation and bitumen for mixing shall

be as arrived from mix design, provided in

no case it shall be less than 4.0% for Grade

I and 4.5% for Grade II by wt. of total

mix as binder by batch mix type hotmix

plant and laying by sensor paver finisher

including consolidation by rollers as

specified including providing and operating

plant, sensor paver and machinery, cost of

fuel, oil lubricant and labour charges, tests

requied to be carriedout including cost of

aggregate and filler (if found required as per

mix design)etc complete (But including

cost of providing bitumen )

(a) 4.50% bitumen (including cost of bitumen) 13500.00 3443.09 MT

(b) 4.00% bitumen (including cost of bitumen) 0.00 3196.65 MT

(c) 4.50% bitumen (Excluding cost of bitumen) 0.00 1235.23 MT

(d) 4.00% bitumen (Excluding cost of bitumen) 0.00 1197.86 MT

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

to be carried out with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer in

Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

(BC) using aggregates as per gradation and

percentage of bitumen for mixing shall be as

arrived from mix design, provided in no

case bitumen percentage shall be less than

5.2% for Grade I and 5.4% for Grade II by

Wt. of total mix as binder by batch mix type

hot mix plant and laying by sensor paver

finisher including consolidation by rollers

as specified including providing and

operating plant, sensor paver and machinery,

cost of fuel, oil, lubricant and labour

charges, tests requied to be carriedout

including cost of aggragate and filler (if

found required as per mix design) etc.

complete (including cost of providing

(a) 5.40% bitumen (including cost of bitumen) 7500.00 3887.49 MT

(b) 5.20% bitumen (including cost of bitumen) 0.00 3788.51 MT

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

(d) 5.20% bitumen (Excluding cost of bitumen) 0.00 1190.79 MT

Collecting, carting and stacking Stone Dust

on road side as directed and flushing the

same on Bituminous surfaces at the rate of

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

tender specification & as directed by

engineer in charge.

Providing & Laying Bitumen painting

(VG30) by mechanical sprayer on wearing

course(BC)surface using bitumen @ 5.0kg. /

10.0 S.M. And spreading stone dust @

C.M. / 10.0 S.M. On painted surface

including operating cost of contractor's own

equipment, fuel, lubricants, carting of

required materials, all labour and material

cost (including cost of 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 B Bitumen Painting (Excluding cost of 0.00 8.67 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

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 2000.00 42.76 SM

including loading and unloading and carting

the same within city limit as directed by

Engineer in charge.

Providing, supplying & Fixing heavy duty

I.S.I mark RCC precast manhole frame

with cover at site as per design for circular

17 manhole including labour charge etc., 100.00 2294.00 No.

Complete as per details in tender

specification & as directed by engineer in

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 aggregate) 100.00 573.66 No.

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,

framework including removing existing inlet

18 (A) chamber frame cover and fixing existing 200.00 701.00 No.

inlet chamber frame cover and removing

existing material from inlet chamber (add

Rs. 568.00 per 0.10 mt. depth increase or

Providing & Fixing RCC precast Inlet

18 (B) chamber cover of M-30 grade as per

drawing and specifications

Providing & Fixing RCC precast Inlet

18 (C) 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. of total mix as binder by

18 (D) batch mix type hot mix plant including cost 2000.00 3727.91 MT

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,

raming,consolidation,labour charge & tests

required to be carriedout etc., Complete

Earth work in embankment for subgrade and

shoulders by using mechanical means with

approved material AS HARD

MURRUM/QUARRY SPALL having

days soaked CBR equal to or more than 8%,

laying in layers not exceeding 250 mm

loose, breaking clods, dressing to the

required lines, curves, grades, watering to

OMC and compacting to 97% modified

Proctor density with vibratory rollers having

minimum 80 - 100 KN staticweight

including all lobour, equipments charges &

tests required to be carriedout with all leads

and lifts etc. complete.

Providing Rubble pitching with hard stone

of aooroved quality in cement mortar 1: 6 (1

cement : 6 coarse sand) including leveling

up,curing etc.complete excliding pointing

Providing & Filling Rubbles including

hand packing & filling interstics with

Quarry Spalls complete for all leads and

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 material . The

18(I) lime shall be commercial dry lime 0.00 309.06 CM

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 4 days soaking to

be 8 per cent in laboratory and 5 percent at

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 bonded

18(K) non wovengeotextile of approved brand and 0.00 65.65 SM

quality beneath theGabian wall as directed.

Carting and conveying of bitumen from

refinery / any depot of oil companies to

19 Surat including loading & unloading in

suitable tanks/drums etc. Complete (without

octroi charge applicable from time to time).

[1] From Koyali and Savli refinery(baroda) 0.00 918.96 MT

[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. 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

20.2 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 50.00 1110.75 C.M.

(B) Removing existing Kotah Stone 50.00 50.11 S.M.

(C) Brick / Stone Masonary 250.00 577.92 C.M.

(D) Plain Concrete 50.00 639.72 C.M.

(E) Bituminious Pavement 50.00 288.65 C.M.

(F) Non Bituminious Pavement 50.00 155.25 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

20.3 occur during the process. including 1200.00 5.03 S.M.

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

20.4 work and reinforcement for reinforced 200.00 2606.92 C.M.

concrete in vertical and horizontal fins upto

floor two.including labour,machinery,

equipments required to execute this item etc.

Supplying and filling fine sand (Pana/Stone

Dust/Crush sand) in 25/75 mm (Avg.)

compacted thickness over the base including

necessary compaction, watering etc.

complete. item includes levelling by using

mini rollar/plat vibrator machine and as per

details in tender specification & as directed

by engineer in charge.

Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x 380 mm)

purchased from S.M.C.'s approved paver

block manufacturer and setting in line, level

and in truly vertical position, including

filling joints 10mm width in C.M. 1:1 (1

Part of cement 1 part of coarse sand) smooth

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 watering, labour, tests required to

be carried out, machinery, equipments

required to execute this item etc. complete.

A For regular edge of footpath 1300.00 228.00 R.M.

B For roundling at the edge of footpath (For 300.00 274.00 R.M.

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

20.7 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 2000.00 524.00 S.M.

B Without Colour 600.00 524.00 S.M.

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

D Without Colour (Produced by C&D Waste) 0.00 376.25 S.M.

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 fordetails.)

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.

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

Providing and fixing in position readymade

20.8 cement concrete Water Drain Slab ( 300 x

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

material, testing charge etc. complete as per

details in tender specification & as directed

by engineer in charge.

20.8 Readymade water drain channel ( 600 x 300 1000.00 353.00 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 charge 0.00 60.00 Nos.

etc. complete as per details in tender

specification & as directed by engineer in

Providing and applying two coats of

synthetic enamel paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

Painting two coats of enamel paint

(Excluding priming coat) over previously

painted wall after removing entire surface 0.00 60.00 S.M.

with even shade & surface after removing

dirt, dust foreign matter etc. comp.

Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

20.11 stacking of serviceable material carting at 0.00 50.11 S.M.

SMC store disposal of unserviceable

material with all lead and lift.

Removing and resetting existing rough

kotah stone water table for footpath in line,

level and proper gradient including 25 mm

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

6 Part of coarse sand) with sufficient

ramming, consolidation, Providing joints in

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

Removing and resetting Existing paver

block, including all watering leveling,

20.12 cleaning, labour & Equipments chagres etc.

(A) complete as per details in tender

specification & as directed by engineer in

Removing & Restarting existing ready made

C.C.Kerb of strength of required size &

20.12 thickness in inlet, level and truly vertical

(B) position, including filling joints in C.M.1:1

(1part of cement 1part of coarse sand)

smooth pointing in C.M.1:1

Excavation for 27 cm wide and 25 cm

deep Gishi in Ashpalt Bitumeneous road for

erection of concrete wall as a road devider

and 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 and as per details 150.00 1091.00 R.M.

in tender specification & as directed by

engineer in charge.

size cement concrete M-20 grade pre cast

Kerbs & Fixing as per drawing Purchsed

from SMC's approved 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 :

coarse sand : 4 graded stone aggregate of

mm nominal size) including cost of form 0.00 564.00 Nos.

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 stone aggregate of

mm nominal size) including cost of form 0.00 395.00 Nos.

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 diversion of traffic, removing

milled materials and disposal of milled

material to an approved dumping yard

(within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete

Milling the existing bituminous pavement

for a depth more than 50 mm but up to

mm by milling machine in a single cutting

depth to make a uniform surface without

disturbing the base including diversion of

traffic, removing milled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead) including

loading and unloading, all leads and lift,

fuel, lubricant charges etc complete.

Milling the existing bituminous pavement

for a depth more than 100 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

traffic, removing milled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead) including

loading and unloading, all leads and lift,

fuel, lubricant charges etc complete.

Milling the existing bituminous pavement

for a depth more than 200 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

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.

(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 etc complete.

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 /

21.1 engineers instructions for Lane markings,

edge markings / arrows including materials,

labour charges, tests required to be carried

out etc. complete as per details in tender

specification & as directed by engineer in

a For Edge line marking of 15cm width 1400.00 367.72 S.M.

b For Center Line marking of 10cm width 700.00 367.72 S.M.

For pedestrian markigns at junctions (Zebra

For pedestrian markigns at junctions (STOP

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 and

21.2 100 mm and with minimum reflective area 100.00 217.40 Nos.

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 +/-

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

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

21.3 blinking is 1 Hz. There should be current

losses of less than 20 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

hours. The height, width and length of the

marker shall not be less than 10 mm x

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 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

21.4 pipe of 50 to 70 mm dia and height varying 0.00 1333.20 Nos.

from 450 to 700 mm 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

21.5 flourscent yellow retro reflective sheeting 0.00 271.69 Nos.

meeting ASTM D4956 Typ-XI

specifications, in the FMM helps to

highlight the medians 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 2 mm

aluminium sheet; 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 retro

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

Specifications; 3.1 m long stand post and

22.1 frame fabricated from suitable size iron 5.00 3906.19 Nos.

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

required; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

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 from

22.2 suitable size iron angle of 35 x 35 x 3 mm, 5.00 3990.64 Nos.

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

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 60 cms. diameter

circle as per design of IRC 67-1977. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint; reflectorised with retro refiective

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

Specifications; 3.1 m long stand post and

22.3 frame fabricated from suitable size iron 5.00 3540.12 Nos.

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

required; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

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

including excavation, curing etc. complete

under the supervision of engineer in charge.

(B) High Intensity Grade.

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 )

22.4 stand post and frame fabricated from 5.00 21287.5 Nos.

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

75 x 75 x 6 mm as required; painted with

best quality epoxy coatings in black and

white bends. The details of symbol or

inscription / numerals for each board shall

be as per the instruction of engineer in

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

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

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

Providing Supplying & Fixing jumbo swiss

type traffic bollard made out of 1.5 mm

thick CRC sheet in conical shape having

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

with top circular direction plate of 30cms

dia for arrow fabricated as per attached

22.5 drawing and coated with black epoxy

powder coating and Retro reflectorised three

yellow strip 15cms wide and arrow Micro

Prismatic grade sheeting as per ASTM

4956-09 Type-XI Fixing with cement

concrete M-25 grade, Foundation size

30cm*30cm*35cm as per the instruction of

Engineer in charge.

Total of Part-IV

23 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades

including supplying, paiting with flourscent

paint/white paint and fixing CGI sheet

SWG of required height as per site condition

and M.S. angle of required size to restain at 50.00 124.72 SM

(A) 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

for traffic safety purpose without procuring 20.00 28.32 SM

(B) 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

23.2 3 m from the edge of the carriageway in 200.00 1800.00 Nos.

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,

23.3 painted in circumferential strips of alternate 35.00 286.00 Nos.

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

Carrying out Topographic survey in full

width of road showing location of inlet

chamber, manhole of strom line & drainage

line with total station instrument etc. on

existing road along with level survey of road

23.4 for road 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, etc as

23.5 per site requirement and as directed by

engineer in charge

Delineators 50.00 850.00 Nos.

Traffic cones, Etc. 50.00 501.00 Nos.

Blinkers 10.00 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

mm thick having average crushing strength

of 50 N/mm2 on average thickness of 45 300.00 965.00 SM

mm uniformly graded river sand

cushioning with properly compacted with

mechanical compactor with required level,

grade and camber etc. complete as directed

by Engineer-In-charge. (Excluding Sand

bed) (At Junctions)

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

50 N/mm2 on average thickness of 45 mm 200.00 714.00 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)

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 100.00 5245.25 CM

level including compaction, curing form

work but excluding steel reinforcement

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 TP/Non TP roads from sub grade to wearing

course, carpet/ recarpet having width Below 24.00 mt T.P.

Road in Nana Varachha-Sarthana, Puna-Simada and Newly

added villages (Valak, Bhada, Laskana, Pasodara,

Kathodra,Khadsad) falling in New East (Sarthana) Zone

jurisdiction 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.(2026-27) [Work No-02]

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 & B.

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.