Construction of Trench Reparing from sub grade to wearing course road carpet/recarpet in different roads of New East (Sarthana) Zone area and Newly added villages like Valak, Bhada, Laskana, Pasodara, Kathodara, Khadsad etc. of roads falling in New East (Sarthana) Zone area by Contractors own batch mix plant and WMM plant to be installed within surat city limit with sensor operator paver finisher including construction/ repair of footpath, divider, water table and providing and laying/ fixing of pavement markings, road studs, road signages and with other traffic safety measures. (2026-27) (WORK NO.02)

Name of Work:- Construction of Trench Reparing from sub grade to wearing

course road carpet/recarpet in different roads of New East

(Sarthana) Zone area and Newly added villages like Valak,

Bhada, Laskana, Pasodara, Kathodara, Khadsad etc. of roads

falling in New East (Sarthana) Zone area 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-15/10/2026

Last date of Document Dt-23/10/2026 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 19/10/2026 up to

Pre bid Meeting -

Physical submission of EMD, Up To 30/10/2026 upto 18.00 Hrs. at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation,Tapi Bhavan,

Tapipura, 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 - 26/10/2026 10:00 hrs. onwards

Opening of Price bid (Online) Probable Dt - 02/112/2026 10:00 hrs. onwards

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

NAME OF WORK :- Construction of Trench Reparing from sub grade to wearing

course road carpet/recarpet in different roads of New East (Sarthana) Zone

area and Newly added villages like Valak, Bhada, Laskana, Pasodara,

Kathodara, Khadsad etc. of roads falling in New East (Sarthana) Zone area

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 MUNICIPALCORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Construction of Trench Reparing from

sub grade to wearing course road carpet/recarpet in

different roads of New East (Sarthana) Zone area and

Newly added villages like Valak, Bhada, Laskana,

Pasodara, Kathodara, Khadsad etc. of roads falling in

New East (Sarthana) Zone area 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)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

NAME OF WORK :- Construction of Trench Reparing from sub grade to wearing course road

carpet/recarpet in different roads of New East (Sarthana) Zone area and Newly added villages like

Valak, Bhada, Laskana, Pasodara, Kathodara, Khadsad etc. of roads falling in New East

(Sarthana) Zone area 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

CARPET/RECARPET 2026-2027

TENDER NOTICE NO. DMC/NEZ/11/2026-2027 Work No.02

Name of Work:- Construction of Trench Reparing from sub grade to wearing

course road carpet/recarpet in different roads of New East (Sarthana) Zone area

and Newly added villages like Valak, Bhada, Laskana, Pasodara, Kathodara,

Khadsad etc. of roads falling in New East (Sarthana) Zone area 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

BOQ TO BE FILLED BY BIDDER (ONLINE)

ITEM DESCRIPTION QTY PER RS

S.S-I,R.S-I,DBM-I,DBM-II,BC-I,BC-II,SDBC,VG-30 BITUMIN

Supplying and applying Slow Setting-1 (SS-

I) bitumen emulsion confirming to IS

for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per Sq.Meter

area, including all materials, labour,

machinery,test with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

2 kg. per Sq. Meter area, including all materials, 90000.00 15.16 SM

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 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

(a) 4.50% bitumen (Including cost of bitumen) 4000.00 3443.09 MT

(b) 4.00% bitumen (Including cost of bitumen) 10000.00 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

4 0.25 kg. per Sq. Meter area, including all 90000.00 14.24 SM

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

(BC) using aggregates as per gradation and

percentage of bitumen for mixing shall be as

arrived from mix design, provided in no case

bitumen percentage shall be less than 5.2%

for Grade I and 5.4% for Grade II by Wt. of

total mix as binder by batch mix type hot mix

5 plant and laying by sensor paver finisher

including consolidation by rollers as

specified including providing and operating

plant, sensor paver and machinery, cost of

fuel, oil, lubricant and labour charges, tests

requied to be carriedout including cost of

aggragate and filler (if found required as per

mix design) etc. complete (including cost of

providing bitumen )

(a) 5.40% bitumen (Including cost of bitumen) 4000.00 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

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

6 cost (including cost of bitumen) preparing 5000.00 33.66 SM

surface by brushing with wire brushes,

sweeping with mechanical broom /

compressed air and finally fanning the

cleaned surface with gunny bags to remove all

loose dirt etc. completeas per details in tender

specification & as directed by engineer in

Bitumen Painting (Excluding cost of

Providing SEMI DENSE BITUMINOUS

CONCRETE (SDBC) with aggregates as per

gradation and bitumen for mixing @ 5.50%

by Wt. of total mix as binder by batch mix

type hot mix plant including cost of fuel, oil,

lubricant and labour charges tests required to

be carriedout including cost of aggregates and

including cost of bitumen.

7 (A) SDBC (Excluding cost of bitumen) 0.00 980.71 MT

Total of Part-A(BITUMINIOUS ITEMS)

8 EXCAVATION,SUBBASE,PREPARING SURFACE,CHAMBER

Box cutting the road surface to proper slop

and camber for road work including a base for

8 road work including removing the excavated 22000.00 109.41

stuff depositing on the road side to a slop as

directed up to 50.0 mt. Lead.

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

9 and breaking the soil into pieces less than 20 10000.00 20.33

mm etc.by the use of rotavator and as directed

by engineer in charge. (200 mm compacted

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

Rotavator or as the case may be, including

watering,Tests required to be carried out etc.

complete as per details in tender specification

& as directed by engineer in charge.

Rolling and compaction of Subgrade with

T. vibratory roller and filling in depressions

12 which occur during the process as per details 10000.00 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

13 and laid with mechanical means spreading 10000.00 1488.88 CM

with motor grader and compacting with

vibratory roller having minimum 80-100 kN

static weight to achieve desired density of

98% of MDD including all materials, labour,

machinery,tests required to be carried out

with all leads and lifts etc., complete as per

details in tender specification & as directed by

engineer in charge.

Providing and laying Wet Mix Macadam

with paver finisher in specified thickness,

each layer not exceeding 200 mm compacted

thickness including premixing in WMM plant

with well graded crushed stone aggregate,

with watering and spreading by mechanical

means to required 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

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

Preparing surfaces by excavating with

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

16 150mm thick etc. sweeping with brooms and 30000.00 3.55 SM

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 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 10 cm. deep

including stacking the useful materials and

18 disposing remaining stuff including 25000.00 42.76 SM

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 for circular

manhole including labour 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 :

Part of sand : 3 part of course aggregate) The

inside & outside surface of chamber shall be

plastered in cement mortar 1:3 (1 part of

Cement and 3 part of sand) include lobour

required to carry out the work. and cleaning

the bitumen on the top surface & removing

road material from manhole etc. complete.

Raising & Lowering upto 10 cm inlet

chamber to the required level upto FRL of

DBM /BC including all materials, 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

mt. depth increase or decrease)

Providing & Fixing RCC precast Inlet

19(C) chamber cover of M-30 grade as per drawing

and specifications

Providing & Fixing RCC precast Inlet

19(D) chamber frame of M-30 grade as per

drawing and specifications

Providing and filling yellow soil/mixed soil

with necessary dumping filling of the trenches

of each layer not exceeding 150mm depth of

19(E) not including watering, raming, consolidation, 1000.00 301.78 CM

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,

19(F) breaking clods, dressing to the required lines, 1000.00 1116.41 CM

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.

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 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 material . The

lime shall be commercial dry lime confirming

latest revision of IS 1514, slaked at site or

pre-slaked with CaO content not less than

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

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

19(J) properly packed with approx 200mm size 0.00 1541.26 CM

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 non

wovengeotextile of 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 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

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,

20.1 machinery & equipments require to complete 6000.00 109.41

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 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 50.00 577.92 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 32000.00 5.03 S.M.

labour,machinery, equipments required to

execute this item etc. complete as detailed in

tender specification & as directed by engineer

Providing and laying cement concrete 1:5:10

(1 cement : 5 coarse sand : 10 graded stone

aggregate of 20 mm nominal size) and curing

complete excluding cost of form work and C.M

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 compaction, watering etc. C.M

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 : 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

mm thickness (M-35), purchased from SMC's

approved paverblock manufacture only and

20.7 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 300.00 524.00 S.M.

B Without Colour 1000.00 524.00 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

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

Providing and fixing in position readymade

cement concrete Vacuum wet Pressed Water

Drain (Dished) Channel ( 300 x 300 x

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

20.8 Readymade water drain channel ( 600 x 300 x 0.00 353.00 R.M.

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading etc. complete.with

all labour, material charge etc. complete as

per details in tender specification & as

directed by engineer in charge.

Tree guard ID 500mm,800x800x75 mm(Type

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 with even shade 0.00 60.00 S.M.

& 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,

Part of coarse sand) with sufficient ramming,

20.12 consolidation, Providing joints in C.M. 1:3 (1 0.00 63.89 R.M.

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 in charge.

Removing and resetting Existing paver

block, including all watering leveling,

cleaning, labour & Equipments chagres etc. 1000.00 102.00 S.M.

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 &

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

20.13 and removal of all excavated materials / 0.00 29.25 R.M.

asphalts etc. from the site as per details in

tender specification & as directed by engineer

in charge at the cost of contractor.

Providing and laying cement concrete cast-in-

situ/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

( i ) 775mm height cement concrete M-20

grade cast-in-situ/Precast Kerbs & Fixing for

Median as per drawing and as per details in 0.00 1091.00

tender specification & as directed by engineer

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size

cement concrete M-20 grade pre cast Kerbs

& Fixing as per drawing Purchsed from R.M

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 : 2 coarse

sand : 4 graded stone aggregate of 20 mm

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

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

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

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

20.16 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 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 etc complete.

Milling the existing bituminous pavement for

a depth more than 200 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 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

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

Lane markings, edge markings / arrows

including materials, labour charges, tests

required to be carried out etc. complete as per

details in tender specification & as directed by

engineer in charge.

a For Edge line marking of 15cm width 200.00 367.72 S.M.

b For Center Line marking of 10cm width 100.00 367.72 S.M.

For pedestrian markigns at junctions (Zebra

c Crossing) 0.00 367.72 S.M.

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 100 mm and

with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be

+/- 5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter

not less than 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,

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 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 50 hours. The height, width and

length of the marker shall not be less than

mm x 100 mm x 100 mm. Also, the surface

diameter of the marker shall not be less than

100 mm respectively. The weight of the marker

shall not exceed 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 flourscent yellow retro

reflective sheeting 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)

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 angle 5.00 3906.19 Nos.

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 suitable size

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

as required; painted with best quality epoxy

coatings in black and white bends. The details

of symbol for each board shall be as per the

instruction of engineer in charge. The fixing

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

45 x 60 Cms. for each leg.including

excavation, curing etc. complete under the

supervision of engineer in charge. (B) High

Intensity Grade.

Regulatory/ Mandatory Signs :- Providing

and fixing sign boards made out of 2 mm

aluminium sheet; size 60 cms. diameter circle

as per design of IRC 67-1977. Pre treated

with phospheting process & acid etching;

coated with one coat of epoxy primer and two

coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

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

post and frame fabricated from suitable size

iron angle of 35 x 35 x 3 mm, 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 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,

m long ( 2 nos ) stand post and frame

fabricated from suitable size iron angle of

x 50 x 5 mm, 75 x 75 x 6 mm as required;

painted with best quality epoxy coatings in

black and white bends. The details of symbol

or inscription / numerals for each board shall

be as per the instruction of engineer in charge.

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

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc. complete

under the supervision of engineer in charge.

(B) High Intensity Grade.

Providing Supplying & Fixing jumbo swiss

type traffic bollard made out of 1.5 mm

thick CRC sheet in conical shape having

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

with top circular direction plate of 30cms dia

for arrow fabricated as per attached drawing

and coated with black epoxy powder coating

and Retro reflectorised three yellow strip

15cms wide and arrow Micro Prismatic grade

sheeting as per ASTM 4956-09 Type-XI

Fixing with cement concrete M-25 grade,

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

instruction of Engineer in charge.

23 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades including

supplying, paiting with flourscent paint/white

paint and fixing CGI sheet 24 SWG of required

height as per site condition and M.S. angle of

required size to restain at 2.5 mt. c/c and 50.00 124.72 SM

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

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

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 500.00 1800.00 Nos

bottom edge of the lowest sign plate to be not

less than 2 m above the road level, fixed on

mm x 60 mm x 6 mm angle iron post, founded

and installed as per approved design and

drawings, removed and disposed of after

completion of construction work, all as per

IRC:SP:55-2001.

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter, 800 mm

high, filled with earth for stability, painted in

23.3 circumferential strips of alternate black and 55.00 286.00 Nos.

white 100 mm wide fitted with reflectors 3 Nos

of 7.5 cm dia, all as per IRC:SP:55-

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 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 per site

23.5 requirement and as directed by engineer in

Delineators 100.00 850.00 Nos.

Traffic cones, Etc. 500.00 501.00 Nos.

Blinkers 0.00 3850.00 Nos.

24 PAVER BLOCK ITEMS FOR JUNCTION

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 50 N/mm2

on average thickness of 45 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 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)

24.3 Providing and laying cement concrete 1:2:4 (

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. complete.

Total of Part-B (NON BITUMINIOUS ITEMS)

TOTAL OF PART A + PART B =

Note: Bidder must quote separately for Part A (Bitumen Item) and Part B (Other than

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 Trench Reparing from sub grade to wearing course road

carpet/recarpet in different roads of New East (Sarthana) Zone area and Newly added villages like

Valak, Bhada, Laskana, Pasodara, Kathodara, Khadsad etc. of roads falling in New East (Sarthana)

Zone area 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 Part-A (Bitumen Item) &

in Part-B (Other than Bitumen Item) in accordance with the accompanying

specification and conditions in consideration of payment being made for the quantity of

work to be executed For Part-A (Bitumen Item) at PAR/at ___________ %(percent) in

BELOW/ABOVE & For Part-B (Other than Bitumen Item) at PAR/at ___________ %

percent BELOW/ABOVE the amount & worked out at the rate entered in column 5 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

NAME OF WORK:- Construction of Trench Reparing from sub grade to wearing course road

carpet/recarpet in different roads of New East (Sarthana) Zone area and Newly added

villages like Valak, Bhada, Laskana, Pasodara, Kathodara, Khadsad etc. of roads falling in

New East (Sarthana) Zone area 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 Description Estimate Amount (In % Tender Amount

Rupees) Above/Below (In Rupees)

PART - A (Bituminous Works)

PART - B (Non-Bituminous

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.