Construction of Road layers from Sub grade to Binder/Wearing course having width 24.00 mt. and Above T.P.Road Falling in South Zone -A (Udhana) of Surat city by contractor’s own Batch mix type hotmix plant and WMM plant 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 stud, road signages with other traffic safety measures.

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

binder/wearing course having width 24.00 mt.

and above T.P. Road falling in SOUTH ZONE-A

(UDHANA) of Surat city by Contractor’s own Batch

mix type hotmix Plant and WMM plant 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 stud, road signages

with other traffic safety measures. (Work No-01)

Uploading of tender documents Dt-01/10/2026

Last date of Document Dt-30/10/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-30/10/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 10/10/2026 up to

Pre bid Meeting -

Physical submission of EMD, Upto Dt-09/11/2026, 18.00 Hrs. at the office of “Chief

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

Speed Post/RPAD only.” In sealed cover duly super scribed

with name of work and tender notice no.

Opening of Technical bid Dt - 02/11/2026 after11:00 hrs. (Probable Date)

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-A (UDHANA)

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

binder/wearing course having width 24.00 mt.

and above T.P. Road falling in SOUTH ZONE-A

(UDHANA) of Surat city by Contractor’s own Batch

mix type hotmix Plant and WMM plant 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 stud, road signages

with other traffic safety measures. (Work No-01)

I/We the undersigned do hereby tender for carrying out the work described in the schedule below

subject to the condition annexed.

Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and

provisions of specifications and conditions of contract annexed hereto so far as they are applicable

and default thereof to forfeit and pay to the Municipal Corporation the sum of money mentioned in

the said conditions.

The earnest money deposited by me/us with tender may be forfeited to the said Municipal

Corporation if I/We do not deposit the full amount of security deposit, in accordance with the

clause (1) of the said conditions of contract.

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B for Construction of road layers from sub

grade to binder/wearing course having width

mt. and above T.P. Road falling in SOUTH ZONE-A

(UDHANA) of Surat city by Contractor’s own Batch

mix type hotmix Plant and WMM plant 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 stud, road signages with other traffic safety

measures. (Work No-01)

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-A (UDHANA)

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

course having width 24.00 mt. and above T.P. Road falling in

SOUTH ZONE-A (UDHANA) of Surat city by Contractor’s own

Batch mix type hotmix Plant and WMM plant 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 stud, road

signages with other traffic safety measures. (Work No-01)

BILL OF QUANTITIES

1) The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General

and Special Conditions of Contract, Technical Specifications and Drawings.

2) The quantities given in the Bill of Quantities are estimated and provisional and are given to

provide a common basis for bidding. The basis of payment will be the actual quantities of

work ordered and carried out, as measured by the contractor and verified by the Engineer.

3) The bidder must quote his rate above / below the estimated rate specified in the Bill of

Quantities part for each item of work both in words and figures.

4) The rates and prices quoted in Bid in the priced Bill of Quantities, except in so far as it is

otherwise provided under the Contract, include all constructional plant, labour, supervision,

materials, erection, maintenance, insurance, profit, taxes and duties, together with all general

risks, liabilities, and obligations set out or implied in the Contract and including remedy of

any defects during the Defects Liability Period.

5) All rates and sums of money quoted in the Bill of Quantities shall be in Indian Rupees (Rs)

rounded to the nearest whole number.

6) The whole cost for complying with the provisions of the Contract shall be included in the

items provided in the Bill of Quantities.

7) Where no items are provided, the cost shall be deemed to be distributed among the rates and

prices entered for the related items of work.

8) After adjusting the bid prices as stated above, final bid evaluation will be done as follows:

(a) Bidder needs to quote in percentage of rates (above /below as indicated in BOQ) for each

part of BOQ. It is mandatory for further evaluation of bids & payment. Payment of items

of each part of BOQ shall be made as per quoted percentage for each part of BOQ.

(b) Successful bidder will be decided based on overall percentage quoted above/below of

Total estimated amount as indicated in Vol-II for the complete project.

9) General directions and descriptions of work and materials are not necessarily repeated nor

summarized in the Bill of Quantities. Reference to the relevant sections of the contract

documentation shall be made before entering prices against each item in the priced Bill of

10) The method of measurement of completed work for payment shall be in accordance with the

requirements as stated in the individual sections of the Technical Specifications.

11) Errors will be corrected by the Employer for any arithmetical errors pursuant to Clause 25 of

the Instructions to Bidder.

12) The specification numbers stated in the detailed description of items of works against

each item are indicated for guidance of the Bidders. However, any of the specification

alluded to the specifications referred to in the Bill of Quantities and / or any other

specifications from Vol.3 “Technical Specifications” which in the opinion of the Engineer

are applicable for a particular item is deemed to have been included in the scope of item and

fully covered by the rates quoted for the items. In case of any discrepancies between

provisions stated in the description of individual items and those covered by the technical

specifications, the provisions in the description of item shall have preference.

13) Rock is defined as all materials which in the opinion of the Engineer, require blasting or the

use of metal wedges and sledge hammers or the use of compressed air drilling for its removal.

14) All concrete items above and including M-15 shall be controlled concrete only.

15) Grouping of items under subheads of different sections is done in Part B BOQ for the

convenience. Any item from any section can be considered for operation in any other section

as indicated as directed by the Engineer.

16) The units of measurement described in the Bill of Quantities are metric units.

17) Abbreviations used in the Bill of Quantities are as follows:

ABBREVATIONS : FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

nr. or No. or nos or Nos. : Number (s)

RM : Running meter

KM or km : Kilometer

hct./ha : Hectare

M2 or Sq.m or Sq.m or : Square meter

M3 or Cum or cu.m or : Cubic meter

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tone or T or MT : Metric Tone

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 Kilometer

TS : Technical Specification

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

Part-A (BITUMINOUS WORKS)

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-A (UDHANA)

CARPET/RECARPET 2026-27

TENDER NOTICE NO. DMC/SZ-A/06/2026-2027

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

course having width 24.00 mt. and above T.P. Road falling in SOUTH ZONE-A

(UDHANA) of Surat city by Contractor’s own Batch mix type hotmix Plant and WMM

plant 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 stud, road signages with other traffic safety measures.

BOQ TO BE FILLED BY BIDDER (ONLINE)

ITEM DESCRIPTION QTY PER 2024-25 AMOUNT

BITUMINOUS WORKS

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

bitumen emulsion confirming to IS 8887, for

application of prime coat over Wet Mix Macadam

at the rate of 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 0.27 kg. per Sq.

2 Meter area, including all materials, labour, 110000 S.M. 15.16

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

3 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 excluding cost of

providing bitumen )

(a) @ 4.50% bitumen (Including cost of bitumen) 10000 M.T. 3443.09

(b) @ 4.00% bitumen (Including cost of bitumen) 5000 M.T. 3196.65

Supplying and applying Rapid Setting-1 (RS-I)

bitumen emulsion confirming to IS 8887, for

application of Tack coat before application of

wearing course at the rate of 0.25 kg. per Sq.

4 Meter area, including all materials, labour, 205000 S.M. 14.24

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 (excluding cost of

providing bitumen )

@5.40% bitumen (including cost of bitumen) BC-

(b) @ 5.2% bitumen (including cost of bitumen) BC-I 0 M.T. 3788.51

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 excluding cost

(ii) SDBC(Excluding cost of bitumen) 0 M.T. 980.71

Providing & Laying Bitumen painting (VG30) by

mechanical sprayer on wearing

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

10.0 S.M. And spreading stone dust @ 0.03 C.M.

/ 10.0 S.M. On painted surface including

operating cost of contractor's own equipment,

fuel, lubricants, carting of required materials, all

7 labour and material cost (including cost of 15000 S.M. 33.66

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.

(a) Bitumen painting (Excluding cost of bitumen) 0 S.M. 8.67

Total of Part -A

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION

Part-B (NON BITUMINOUS WORKS/ CIVIL

NON -BITUMINOUS WORKS/CIVIL WORKS

ITEM Quantit 2024-25

ITEM DESCRIPTION PER AMOUNT

Box cutting the road surface to proper slop

and camber for road work including a base for

1 road work including removing the excavated 54091 C.M. 109.41

stuff depositing on the road side to a slop as

directed up to 50.0 mt. Lead.

Removing of Existing metalled grouted

road/Asphal Road surface upto base course

including stacking of material upto lead of

mt. (Note : Removing of Existing road shall be

Carryout only by Cutter Machine /Hydraulic

Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator cutter

1(B) machine before excavating existing surface for 0 R.M. 51

utility laying including cost of all type of

machinery, fuel, labour, etc and as per

direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may be,

upto 240 mm depth for full width of road and

2 breaking the soil into pieces less than 20 mm 9000 C.M. 20.33

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

5 which occur during the process as per details 9000 C.M. 33.09

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

6 grader and compacting with vibratory roller 7000 C.M. 1488.88

having minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all materials, labour, machinery,tests

required to be carried out with all leads and lifts

etc., complete as per details in tender

specification & as directed by engineer in

Providing and laying Wet Mix Macadam with

paver finisher in specified thickness, each layer

not exceeding 200 mm compacted thickness

including premixing in WMM plant with well

graded crushed stone aggregate, with watering

and spreading by mechanical means to

7 required profile and compacting by vibratory 7000 C.M. 1654.66

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.

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

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

Scarifying the graveled macadam, bituminous

macadam surface 6 cm. to 10 cm. deep

including stacking the useful materials and

disposing remaining stuff including loading 17000 S.M. 42.76

and unloading and carting the same within

city limit as directed by Engineer in charge.

Providing, supplying & Fixing heavy duty I.S.I

mark RCC precast machine hole 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 machine hole &

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 up to 10 cm. inlet

chamber to the required level up to FRL of

DBM/BC including all Materials, formwork

14 including removing existing inlet chamber 250 No. 701

frame cover and fixing existing inlet chamber

frame cover and (Add or Deduct Rs.

per 0.10 mt depth increase or decrease)

Providing and Fixing RCC Precast inlet

15 chamber cover of M-30 Grade as per drawing

and specification.

i Size-750 mm x 600 mm 10 No. 1661

ii Size-600 mm x 450 mm 10 No. 722

Providing and Fixing RCC Precast inlet

16 chamber frame of M-30 Grade as per drawing

and specification

i Size-750 mm x 600 mm 10 No. 1038

ii Size-600 mm x 450 mm 10 No. 529

Carting and conveying of bitumen from refinery

/ any depot of oil companies to Surat including

17 loading & unloading in suitable tanks/drums

etc. Complete (without octroi charge applicable

from time to time).

[1] From Koyali and Savli (vadodara) 0 M.T. 918.96

[2] From Vapi 0 M.T. 755.34

[3] From Mumbai 0 M.T. 1426.54

[4] From Hazira 0 M.T. 265.84

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,

19 breaking clods, dressing to the required lines, 5000 C.M. 1116.41

curves, grades, watering to OMC and

compacting to 97% modified Proctor density

with vibratory rollers having minimum 80 -

KN staticweight including all lobour,

equipments charges & tests required to be

carriedout with all leads and lifts etc. complete.

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

21 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 210 C.M. 1110.75

(B) Removing existing Kotah Stone 100 S.M. 50.11

(C) Brick / Stone Masonary 100 C.M. 577.92

(D) Plain Concrete 0 C.M. 639.72

(E) Bituminious Pavement 0 C.M. 288.65

(F) Non Bituminious Pavement 0 C.M. 155.25

Preparation of subgrade with

compacting. levelling and consolidation of

subgrade with mini roller/plate vibrator

machine including watering and filling in

22 depression which occur during the process. 12,500 S.M. 5.03

including labour,machinery, equipments

required to execute this item etc. complete

as detailed in tender specification & as

directed by engineer in charge.

Providing and laying cement concrete

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

graded stone aggregate of 20 mm nominal

size) and curing complete excluding cost of

23 form work and reinforcement for reinforced 1250 C.M. 2606.92

concrete in vertical and horizontal fins upto

floor two.including labour,machinery,

equipments required to execute this item

Providing and laying cement concrete

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

sand, 4 part of graded stone aggregate of

20 mm nominal size) in proper line and level

including compaction, curing form work but

excluding steel reinforcement etc. complete.

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in 25/75

mm (Avg.) compacted thickness over the

base including necessary compaction,

25 watering etc. complete. item includes 950 C.M. 480

levelling by using mini rollar/plat vibrator

machine and as per details in tender

specification & as directed by engineer in

Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x 380 mm)

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

block manufacturer and setting in line, level

and in truly vertical position, including filling

joints 10mm width in C.M. 1:1 (1 Part of

cement 1 part of coarse sand) smooth

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

Part of stone dust) including watering, test

required to be carriedout etc. complete and

as directed by Engineer-in-charge). including

watering, labour, tests required to be carried

out, machinery, equipments required to

execute this item etc. complete.

A For regular edge of footpath 8000 R.M. 228

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

27 only and fixing on fine sand bedding. Item

includes levelling by using plate vibrator

compactor machine. Item also includes all

material colour, equipments, tools, plants,

curing, watering, cleaning, test required to

be carriedout etc. complete.

A With Colour 1200 S.M. 524

B Without Colour 6000 S.M. 524

C With Colour (Produced by C&D waste) S.M. 408.5

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

Providing and setting 50 to 60 mm thick

rouge kotah stone water table in line,

level and in required gradient including

mm thick beddcing in C.M. 1:6 (1 Part of

cement : 6 Part of coarse sand) with

sufficient ramming consolidation. Providing

joints in C.M. 1:3 (1 Part of cement : 3 Part

coarse sand) and smooth pointing in C.M.

1:1 (1 Part of Cement, 1 Part of coarse

sand) including watering etc. complete and

as per details in tender specification & as

directed by engineer in charge.

B Size : 1' x 1' (40 to 50 mm thick) 5000 R.M. 125.88

Providing and fixing in position readymade

cement concrete Water Drain Slab (

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

29 labour, material, testing charge etc. R.M. 189

complete as per details in tender

specification & as directed by engineer in

Readymade water drain channel

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading etc.

30 complete.with all labour, material charge Nos. 60

etc. complete as per details in tender

specification & as directed by engineer in

Tree guard ID 500mm,800 x 800 x

mm(Type D) ( set 4)

Providing and applying two coats of

synthetic enamel paint including primer

31 to kerb as per technical specifications and as 4000 S.M. 90

directed by Engineer-in-charge.

Removing existing kotah stone flooring

in mortar and vertical stone kerbing

32 including stacking of serviceable material 0 S.M. 50.11

carting at SMC store disposal of

unserviceable material with all lead and lift.

Removing and resetting existing rough

kotah stone water table for footpath in

line, level and proper gradient including

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

Excavation for 27 cm wide and 25 cm

deep Gishi in Ashpalt Bitumeneous road for

erection of concrete wall as a road devider

35 and removal of all excavated materials / 7000 R.M. 29.25

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 7000 R.M. 1091

in tender specification & as directed by

engineer in charge.

size cement concrete M-20 grade pre cast

Kerbs & Fixing as per drawing Purchsed

from SMC's approved manufactures and as

per details in tender specification & as

directed by engineer in charge.

Removing and resetting Existing paver block,

including all watering leveling, cleaning,

labour & Equipments chagres etc. complete

37 as per details in tender specification & as 0 S.M. 102

directed by engineer in charge.

Removing & Restarting existing ready

made C.C.Kerb of strength of required size

& thickness in inlet, level and truly vertical

position, including filling joints in C.M.1:1

(1part of cement 1part of coarse sand)

smooth pointing in C.M.1:1

Providing and laying C.C. M-25 grade pre-

cast Vaccume pressured finished surface

kerb stones of approved design including

39 cost of formwork and mould (as directed by 0 S.M. 805

engineer incharge), curring etc. The rate

shall also including for eracting and fixing

the pieces in position with necessary.

Providing and laying cement concrete cast-

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

coarse sand : 4 graded stone aggregate of

40 20 mm nominal size) including cost of form 100 No. 564

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

toexecute this item etc. complete. Size :-

Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size &

shape, with approved pattern etc. of

mm thick having average crushing strength

42 of 50 N/mm2 on average thickness of 500 S.M. 965

45mm 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)

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

43 50 N/mm2 on average thickness of 45mm 100 S.M. 714

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)

DRN sandscape system Providing &

installation of DRN sandscape system shall

consist of fixing of form work levelling of

concrete using an alluminium float,

application of sandscape effect. curing the

same for 7 days. Floating the surface and

2nd day wash the surface with the acid for

44 achieving sand wash system and after curing 0 S.M. 1200

application of acrylic based sealer for

finishing. Groove cutting as per drawing.

Cleaning the same after 10 days &

application of DERN seal coat etc. Complete.

Including Base of the sand scape flooring is

75.00 mm thick M-25 grade concrete and

formwork etc complete.

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 /

45 engineers instructions for Lane markings,

edge markings / arrows including materials,

labour charges, tests required to be carried

out etc. complete as per details in tender

specification & as directed by engineer in

a For Edge line marking of 15cm width 5000 S.M. 367.72

b For Center Line marking of 10cm width 1500 S.M. 367.72

For pedestrian markigns at junctions (Zebra

For pedestrian markigns at junctions (STOP

e Letter markigns at junctions 0 S.M. 367.72

f Direction arrow markigns at junctions 0 S.M. 367.72

g For lane line marking of 15cm width 0 S.M. 367.72

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

46 mm and with minimum reflective area of 13 940 Nos. 217.4

Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

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

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

from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside, without

nails and using epoxy resin based adhesive

as per manufacturer’s recommendation and

complete as directed by the engineer. (3M

or Equivalent Brand)

Solar Stud: Supplying of Solar Raised

Pavement Markers made of polycarbonate

molded body with circular shape, solar

powered, LED self illumination in active

mode, 360 degree illumination and reflective

panels with micro prismatic 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 micro-amperes at

V in sleep-charging mode to enhance the life

of the marker and a full charge should

provide for a minimum autonomy of

hours. The height, width and length of the

marker shall not be less than 10 mm x

mm x 100 mm. Also, the surface diameter of

the marker shall not be less than 100 mm

respectively. The weight of the marker shall

not exceed 0.5 Kilograms. Fixing will be by

drilling holes on the road for the shanks to

go inside, without nails and using epoxy

resin based adhesive as per manufacturers

recommendation and complete as directed

by the engineer. (3M or Equivalent Brand)

Cautionary Warning Sign :-Providing and

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite

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

triangle as per design of IRC-67-2012. Pre

treated with phospheting process & acid

etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

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

MS Pipe as required and frame fabricated from

48 suitable size iron angle of 35 x 35 x 3mm; 10 Nos. 3906.19

painted with bestquality epoxy coatings in

black and white bends. The details of symbol

for each board shall be as per the instruction

of engineer in charge. The fixing at site shall

be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of engineer

in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Facility Informatory Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

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

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

49 x 35 x 3mm; painted with bestquality epoxy 10 Nos. 3990.64

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

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

excavation, curing etc.complete under the

supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

Regulatory / Mandatory Sign :-Providing

and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as

per design of IRC-67-2012. Pre treated with

phospheting process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications;

3.6mtr long stand post of Iron Angle 75 x

x 6mm / 65NB Circular MS Pipe as required

and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and

white bends. The details of symbol for each

board shall be as per the instruction of

engineer in charge. The fixing at site shall be

in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from

original manufacturer & a certified copy of

year outdoor exposure test report from third

party test lab for the product offered shall

be submitted by contractor.

Direction (Junction) Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long

stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge.

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

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

excavation, curing etc.complete under the

supervision of engineer in charge. A

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

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

52 and coated with black epoxy powder coating 0 Nos. 3575

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.

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

53 M.S. angle of required size to restain at 2.5 1200 S.M. 124.72

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

54 for traffic safety purpose without procuring 1000 S.M. 28.32

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

55 3 m from the edge of the carriageway in 5 Nos. 1800

case of un-kerbed roads, the bottom edge of

the lowest sign plate to be not less than 2 m

above the road level, fixed on 60 mm x

mm x 6 mm angle iron post, founded and

installed as per approved design and

drawings, removed and disposed of after

completion of construction work, all as per

IRC:SP:55-2001.

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter,

mm high, filled with earth for stability,

56 painted in circumferential strips of alternate 20 Nos. 286

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

Carrying out Topographic survey in full width

of road showing location of inlet chamber,

manhole of strom line & drainage line with

total station instrument etc. on existing road

along with level survey of road 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

Supplying and fixing the necessary blinkers,

delineators, trafic cones, etc as per site

requirement and as directed by engineer in

(A) Delineators (750mm Height & Wieght

(B)Blinkers Taffic Signal Type for Pole

Provision of Traffic cones 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.

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.

Milling the existing bituminous pavement up

to a depth of 50 mm by milling machine in a

single cutting depth, to make a uniform

surface without disturbing the base including

diversion of traffic, removing milled

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

ieads and lift, fuel, lubricant charges etc

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 ieads 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 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 ieads 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 ieads 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

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

ieads and lift, fuel, lubricant charges etc

Total of Part-B

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION.

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-A (UDHANA)

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

having width 24.00 mt. and above T.P. Road falling in SOUTH ZONE-A (UDHANA) of

Surat city by Contractor’s own Batch mix type hotmix Plant and WMM plant 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 stud, road signages with other traffic safety measures. (Work No.1)

Estimate Amount % Total Amount

Estimate Amount % Total Amount

Sr. No. Item Description

(In Rupees) Above/ Below (In Rupees)

Part-A (Bituminious

1 13,00,91,425.00 To be filled online

Part-B ( Non Bituminious

2 7,94,18,352.15 To be filled online

Works/Civil Works)

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION.