Construction of TPNon TP roads from sub grade to wearing course road carpet road recarpet falling 24.00 mt& Above wide in SOUTH WEST (ATHWA) 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 with contractor s own machinery and mobile laboratory including construction repair of footpath, divider, water table and providing & laying fixing of pavement markings, road studs, road signages and with other traffic safety measures. (Work No-02)

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

course/ road carpet/ road recarpet falling 24.00 mt & Above wide in SOUTH

WEST (ATHWA) 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 with contractor's own machinery and mobile laboratory including

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

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

safety measures. (Work No-02)

Uploading of tender documents Dt-22/06/2026

Last date of Document Dt-07/07/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-07/07/2025 UP TO 18.00 Hrs.

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

exen.swz@suratmunicipal. gov.in on or before 01/07/2026 up

Pre bid Meeting -

Physical submission of EMD, During Dt-08/07/2026 To 16/07/2026, 18.00 Hrs. at the

Tender fee. office of “Chief Accountant, Surat Municipal Corporation,

Muglisara, by Speed Post/RPAD only.” In sealed cover duly

super scribed with name of work and tender notice no.

Opening of Technical bid Probable Dt - 08/07/2026 11:00 hrs. onward

SURAT MUNICIPAL CORPORATION

SOUTH WEST (ATHWA) ZONE

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

wearing course/ road carpet/ road recarpet falling 24.00 mt &

Above wide in SOUTH WEST (ATHWA) 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

with contractor's own machinery and mobile laboratory including

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

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

and with other traffic safety measures. (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

SOUTH WEST (ATHWA) 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/ road carpet/ road

recarpet falling 24.00 mt & Above wide in SOUTH

WEST (ATHWA) 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 with contractor's own

machinery and mobile laboratory including

construction / repair of footpath, divider, water table

and providing & laying/ fixing of pavement markings,

road studs, road signages and with other traffic

safety measures. (Work No-01)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

SOUTH WEST (ATHWA) ZONE

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

course/ road carpet/ road recarpet falling 24.00 mt & Above wide in SOUTH

WEST (ATHWA) 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 with contractor's own machinery and mobile laboratory including

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

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

safety measures. (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

(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 Quantities.

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

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

SOUTH WEST (ATHWA) ZONE

SURAT MUNICIPAL

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

SOUTH WEST (ATHWA) ZONE

CARPET/RECARPET 2026-27

TENDER NOTICE NO. Dy. Commissioner/S.W.(Athwa)Zone/No.01/2026-2027

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

wearing course/ road carpet/ road recarpet falling 24.00 mt & Above wide in

SOUTH WEST (ATHWA) 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 with contractor's own machinery and mobile laboratory

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

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

traffic safety measures. (Work No-02)

BOQ TO BE FILLED BY BIDDER (ONLINE)

SURAT MUNICIPAL CORPORATION

SOUTH WEST [ATHWA] ZONE

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

carpet/ road recarpet falling 24.00 mt & Above wide in SOUTH WEST (ATHWA) 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 with contractor's own machinery and

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

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

IT. PARTICULARS QTY. RATE PER AMOUNT

Box cutting the road surface to proper slop

and camber for road work including a base

1 for road work including removing the 51065.00 109.41 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/Asphalt 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)

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 and breaking the soil into pieces less

than 20 mm etc.by the use of rotavator and

as directed by engineer in charge. (200 mm

compacted thickness)

Supplying Fly ash including collecting,

carting, stacking and spreading the 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 1178.90 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 23578.00 33.09 CM

details in tender specification & as directed

by engineer in charge.

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of each layer not exceeding

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 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 charge.

Supplying and applying Slow Setting-1 (SS-I)

bitumen emulsion confirming to IS

for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per

Sq.Meter area, including all materials,

labour, machinery,test with all leads and

lifts etc., complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1 (RS-

I) bitumen emulsion confirming to IS

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 )

4.50% bitumen (including cost of bitumen)

4.00% bitumen (including cost of

4.50% bitumen (Excluding cost of

4.00% bitumen (Excluding cost of

Supplying and applying Rapid Setting-1 (RS-

I) bitumen emulsion confirming to IS

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

C 5.40% bitumen (including cost of bitumen) 19333.00 3887.49 MT

A 5.2% bitumen (including cost of bitumen) 0.00 3788.51 MT

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

D 5.2% 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 (excluding 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.

Bitumen Painting (excluding cost of

Preparing surfaces by excavating with

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

150mm thick etc. sweeping with brooms

and finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

including carting of excavated stuff from

site.including all lobour & equipment.

Picking of the bituminous surface using JCB

excavator or by any mechanical means,

cleaning and removal of loose and

unsuitable material on the road surface

including cost of fuel, oil, lubricant, labour

charges and disposal of loose unsuitable

material from site to the disposal site as

directed by Engineer in charge.

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

cm. deep including stacking the useful

17 materials and disposing remaining stuff 100.00 42.76 SM

including loading and unloading and

carting the same within city limit as

directed by Engineer in charge.

18 Machine Hole

Providing, supplying & Fixing heavy duty

I.S.I mark RCC precast machine hole frame

with cover at site as per design for circular

18 machine hole including labour charge etc., 196.00 2294.00 No.

Complete as per details in tender

specification & as directed by engineer in

Raising & Lowering Eixsiting Machine holes

(with frames) of drainage, storm drainage,

sewer trap chamber, scraper machine hole

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 :

19 1.5 Part of sand : 3 part of course 628.00 573.66 No.

aggregate) The inside & outside surface of

chamber shall be plastered in cement

mortar 1:3 (1 part of Cement and 3 part of

sand) include lobour required to carry out

the work. and cleaning the bitumen on the

top surface & removing road material from

machine hole etc. complete.

20 Inlet Chamber

Raising & Lowering up to 10 cm. inlet

chamber to the required level up to FRL of

20 DBM / BC including all Materials , formwork 628.00 701.00 No.

including removing existing inlet chamber

frame cover and fixing existing inlet

chamber frame cover and removing existing

material from inlet chamber (Add or Deduct

Rs.568.00 per 0.10 mt. depth increase or

Providing and Fixing RCC precast inlet

21 chamber cover of M-30 Grade as per

drawing and specification.

B Size-600 mm x 450 mm 67.00 722.00 No.

Providing and Fixing RCC precast inlet

22 chamber frame of M-30 Grade as per

drawing and specification.

B Size-600 mm x 450 mm 67.00 529.00 No.

Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading & unloading in

suitable tanks/drums etc. Complete

(without octroi charge applicable from time

[1] From Koyali and Savli refinery (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

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

24 batch mix type hot mix plant including cost 500.00 3727.91 MT

of fuel, oil, lubricant and labour charges

tests required to be carriedout including

cost of aggregates and Including cost of

A excluding Bitumen SDBC 5.50 % by wt. 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 4 days

soaked CBR equal to or more than 8%,

laying in layers not exceeding 250 mm

loose, breaking clods, dressing to the

required lines, curves, grades, watering to

OMC and compacting to 97% modified

Proctor density with vibratory rollers having

minimum 80 - 100 KN staticweight

including all lobour, equipments charges &

tests required to be carriedout with all

leads and lifts etc. complete.

Total of Part-I

27 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 charge.

Dismantling of structures of roadways,

including disposing off unserviceable

material free of cost which will be the

27.2 owenrship of contractor or as directed by

the Engineer with all leads and lift etc.

Including labour, machinery & equipments

required to complete this item etc.

(A) R.C.C. Pardi 100.00 1110.75 C.M.

(B) Removing existing Kotah Stone 1000.00 50.11 S.M.

(C) Brick / Stone Masonary 100.00 577.92 C.M.

(D) Plain Concrete 100.00 639.72 C.M.

(E) Bituminious Pavement 100.00 288.65 C.M.

(F) Non Bituminious Pavement 100.00 155.25 C.M.

Preparation of subgrade with compacting.

levelling and consolidation of subgrade with

mini roller/plate vibrator machine including

watering and filling in depression which

27.3 occur during the process. including 500.00 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 :

graded stone aggregate of 20 mm nominal

size) and curing complete excluding cost of

27.4 form work and reinforcement for 100.00 2606.92 C.M.

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. 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.

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

i For regular edge of footpath 500.00 228.00 R.M.

For roundling at the edge of footpath (For

fanning portion)

Providing and fixing interlocking type

Rubber Moulded cement concrete paver

block of approved shape, design and colour

having 60 mm thickness (M-35), purchased

from SMC's approved paverblock

manufacture only and fixing on fine sand

bedding. Item includes levelling by using

plate vibrator compactor machine. Item

also includes all material colour,

equipments, tools, plants, curing, watering,

cleaning, test required to be carriedout etc.

A With Colour 1000.00 524.00 S.M.

B Without Colour 1000.00 524.00 S.M.

C With Colour (produced by C&D waste) 20.00 408.50 S.M.

D With outColour (produced by C&D waste) 100.00 376.25 S.M.

As per CE note no.:1910, dt.04/07/2022,

Recycle Product produced by C&D waste

project plant (Max. usage 20% of total

requirement refer this note for details)

Providing and setting 50 to 60 mm thick

rough kotah stone water table in line, level

and in required gradient including 25 mm

thick bedding 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) 50.00 125.88 R.M.

Providing and fixing in position readymade

cement concrete Water Drain Slab ( 300 x

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

material, testing charge etc. complete as

per details in tender specification & as

directed by engineer in charge.

Readymade water drain channel (600 x

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading etc.

27.10 complete.with all labour, material charge 50.00 60.00 Nos.

etc. complete as per details in tender

specification & as directed by engineer in

TREE GARD ID 500mm, 800 X 800 X 75 mm

A (Type-D) (SET-4) 20.00 672.00 Nos.

Providing and applying two coats of

synthetic enamel paint including primer to

27.11 kerb as per technical specifications and as 1000.00 90.00 S.M.

directed by Engineer-in-charge.

Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

27.12 stacking of serviceable material carting at 1000.00 50.11 S.M.

SMC store disposal of unserviceable

material with all lead and lift.

Removing and resetting existing rough

kotah stone water table for footpath in

line, level and proper gradient including

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

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 : 1 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,

cleaning, labour & Equipments chagres etc.

complete as per details in tender

specification & as directed by engineer in

Removing & resetting existing ready made

C.C.Kerb of strength of required size &

thickness in line,level and truly vertical

position ,including filling joints in

27.15 C.M.1:1(1part of cement 1 part of coarse 500.00 56.00 R.M.

sand) smooth pointing in C.M.1:1 (1part of

cement : 1 part of stone dust )including

watering etc.complete as directed by

engineer-in-charge.

Excavation for 27 cm wide and 25 cm deep

Gishi in Ashpalt Bitumeneous road for

erection of concrete wall as a road devider

27.16 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 Guard Stone (1:2:4) (1 cement :

coarse sand : 4 graded stone aggregate of

27.17 20 mm nominal size) including cost of form 50.00 564.00 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 20 mm nominal size) including cost of

form work including, curing

labour,machinery, equipments required to

execute this item etc. complete. Size :- (600

Total of Part-II

PAVEMENT MARKING & CAT

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,

28.1 edge markings / arrows including materials, 6500.00 367.72 S.M.

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

b For Center Line marking of 10cm width

For pedestrian markigns at junctions (Zebra

For pedestrian markigns at junctions (STOP

e Letter markigns at junctions

f Direction arrow markigns at junctions

g For lane line marking of 15cm width

Cat Eye/RoadStud/RPM:-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

kg tested in accordance to ASTM D

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

28.2 with minimum reflective area of 13 Sqcm 500 217.40 Nos.

on each side and the slope to the base shall

be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

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

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

from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside,

without nails and using epoxy resin based

adhesive as per manufacturer’s

recommendation and complete as directed

by the engineer. (3M or Equivalent Brand)

Solar Stud: Supplying of Solar Raised

Pavement Markers made of polycarbonate

molded body with circular shape, solar

powered, LED self illumination in active

mode, 360 degree illumination and

reflective panels with micro prismatic lens

capable of providing total internal

reflection of the light entering the lens face

in passive mode. The marker shall support a

load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be

resistant to dust and water ingress

according to IP 65 standards and should

withstand temperatures in the range of 0 C

to 70 C. Color of lighting could be provided

in red or yellow (amber) as per requirement

and typical frequency of blinking is 1 Hz.

There should be current losses of less than

20 microamperes at 2.4 V in sleep-charging

mode to enhance the life of the marker and

a full charge should provide for a minimum

autonomy of 50 hours. The height, width

and length of the marker shall not be less

than 10 mm x 100 mm x 100 mm. Also, the

surface diameter of the marker shall not be

less than 100 mm respectively. The weight

of the marker shall not exceed

Kilograms. Fixing will be by drilling holes on

the road for the shanks to go inside,

without nails and using epoxy resin based

adhesive as per manufacturers

recommendation and complete as directed

by the engineer. (3M or Equivalent Brand)

Flexible Median Marker:- Providing and

Fixing of Flexible Median Marker that are

made of tough, high impact resistant,

injection-molded, thermoplastic body with

property of flexibility to provide high

durability.The dimention of flexible median

marker should not exceed 18.4cm in height

(including shank height), 12.5cm in

width,0.65cm in thikness and shank depth

shall be 3.4cm.the body structure shall be

rounded at all it's corners and edges.the

plastic used for molding the flexible median

marker should survive impact load 5kg

continuosly for 750 times at room

temperature.The logo of the manufacturer

shall be embossed on either side of the

body in the injection molding process. The

28.4 median marker shall have flame like shaped 500 271.69 Nos.

body with,fluorescent yellow colour retro-

reflective sheeting of size not less than

90cm square,with fully reflective micro

prismatic cube corners as it's retro-

reflective elements as per IRC-67 2012 and

ASTM D4956-09 type XI specifications

reflective values. The retro-reflective

sheeting shall be one or both sides of the

flexible medain marker and shall be edge

protected with no exposed edges which will

prevent edge lifting,vandalism,sheeting

damage, etc. The flexible median marker

shall be fixed by a combination of adhesive

and grouitng as recommended by

manufacturer and Engineer in charge.

Total of Part-III

29 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

29.1 frame fabricated from suitable size iron 10.00 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.

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

29.2 suitable size iron angle of 35 x 35 x 3 mm, 10.00 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

29.3 frame fabricated from suitable size iron 10.00 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 122 cms.

rectangle as per design of IRC 67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint; reflectorised with retro

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

Specifications; Letters and numerals should

be as per IRC -30-1968, 3.1 m long ( 2 nos )

29.4 stand post and frame fabricated from 10.00 21287.51 Nos.

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

75 x 75 x 6 mm as required; painted with

best quality epoxy coatings in black and

white bends. The details of symbol or

inscription / numerals for each board shall

be as per the instruction of engineer in

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

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

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

Total of Part-IV

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

30.1 condition and M.S. angle of required size to 100.00 124.72 SM

restain at 2.5 mt. c/c and dismantalling the

same after completion of work and allowing

for movement of traffic as per drawing and

as per instruction from engineer in charge

Reuse of the above barricades in item

30.2 for traffic safety purpose without procuring 100.00 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 60 cm from the edge

of the kerb in case of kerbed roads and 2 to

30.3 3 m from the edge of the carriageway in 60.00 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

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,

mm high, filled with earth for stability,

30.4 painted in circumferential strips of 5.00 286.00 Nos.

alternate black and white 100 mm wide

fitted with reflectors 3 Nos of 7.5 cm dia, all

as per IRC:SP:55-

Provision of Traffic cones for limited period

at suitable locations as per requirement

during the construction in construction

30.5 zone comprising of warning zone, approach 500.00 501.00 Nos.

transition zone, working zone and terminal

transition zone Etc.

Provision of Solar Blinkers For barricading

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 Etc.

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

requirement and as directed by engineer in

Delineators 50.00 850.00 Nos.

Blinkers 5.00 3850.00 Nos.

Total of Part-V

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

31.1 of traffic, removing milled materials and 500.00 67.86 SM

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 double cutting depth

to make a uniform surface without disturbing

31.3 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 three 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 concrete pavement for a

depth up to 50 mm by milling machine

including diversion of traffic, removing milled

31.5 materials and disposal of milled material to an 100.00 176.38 SM

approved dumping yard (within 12 km lead)

including loading and unloading, all leads and

lift, fuel, lubricant charges etc complete.

Total of Part-VI

32 MICRO SURFACE

32.1 Providing and laying micro surfacing

course comprising of dry fine

aggregate conforming to Type-III

grading of specification,polymer

modified cationic slow setting

bitumen emulsion (Having 60%

binder content 3.6% polymer),

ordinary portland cement, chemical

additives and water in the following

proportion.(i) Fine aggregate

conforming to type-III grading @

kg. per sqm. of road surface

coverage.(ii) Bitumen emulsion @

13% by weight of fine aggregate.(iii)

Cement @ 1.5% by weight of fine

aggregate.(iv) Additive @ 2% by 5000.00 190.44 S.M.

weight of fine aggregate.(Note: (1)

This item includes all the cost

including labors and machineries of

bitumen emulsion, ordinary Portland

cement, chemical additives,

aggregates and water.(2) This item

includes the crack sealing with

bitumen of grade VG 30-sand grout, if

any before applying micro surfacing

layer.(3) This item includes the cost

of making surface leveled with any

mechanical means before applying

micro surfacing layer, if the particular

portion is having patchwork above

regular road level )

32.2 Providing and laying micro surfacing

course comprising of dry fine

aggregate conforming to Type-II

grading of specification, polymer

modified cationic slow setting

bitumen emulsion (Having 60%

binder content 3.6% polymer),

ordinary portland cement, chemical

additives and water in the following

proportion.(i) Fine aggregate

conforming to type-II grading @ 9 kg.

persqm. of road surface coverage.(ii)

Bitumen emulsion @ 13.5% by

weight of fine aggregate.(iii) Cement

@ 1.5% by weight of fine

aggregate.(iv) Additive @ 1.5% by

weight of fine aggregate.(Note(1)

This item includes all the cost

including labors and machineries of

bitumen emulsion, ordinary Portland

cement, chemical additives,

aggregates and water.(2) This item

includes the crack sealing with

bitumen of grade VG 30-sand grout, if

any before applying micro surfacing

layer.(3) This item includes the cost

of making surface leveled with any

mechanical means before applying

micro surfacing layer, if the particular

portion is having patchwork above

regular road level )S.M.

Total of Part-VII

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

V+PART-VI + PART-VII =

SURAT MUNICIPAL CORPORATION

SOUTH WEST (ATHWA) ZONE

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

course/ road carpet/ road recarpet falling 24.00 mt &

Above wide in SOUTH WEST (ATHWA) 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 with contractor's own machinery

and mobile laboratory including construction / repair of

footpath, divider, water table and providing & laying/

fixing of pavement markings, road studs, road signages

and with other traffic safety measures. (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

ent 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

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

SOUTH WEST (ATHWA) ZONE

SURAT MUNICIPAL