Construction of road layers from sub grade to binder or wearing course having width 24.00 mt. below T.P. Road falling in SOUTH ZONE-A (UDHANA) of Surat city by Contractors 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 and laying fixing of pavement markings, road stud, road signages with other traffic safety measures. (Work No-01),(2nd Attempt).

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

binder/wearing course having width 24.00 mt.

below 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),

(2nd Attempt ).

Uploading of tender documents Dt-20/08/2026

Last date of Document Dt-19/09/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-19/09/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 30/08/2026 up to

Pre bid Meeting -

Physical submission of EMD, Upto Dt-28/09/2026, 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 - 21/09/2026 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.

below 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. below 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. below 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) 2nd Attempt

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. below 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) 2nd (Attempt).

BOQ TO BE FILLED BY BIDDER (ONLINE)

ITEM DESCRIPTION QTY PER with 1% 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

1 Sq.Meter area, including all materials, 50000.00 S.M. 68.67

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

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

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

complete as per details in tender

specification & as directed by engineer in

Providing and laying DENSE GRADED

BITUMINOUS MACADAM (DBM) as per

gradation and bitumen for mixing shall be

as arrived from mix design, provided in no

case it shall be less than 4.0% for Grade I

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

as binder by batch mix type hotmix plant

and laying by sensor paver finisher

including consolidation by rollers as

specified including providing and operating

plant, sensor paver and machinery, cost of

fuel, oil lubricant and labour charges, tests

requied to be carriedout including cost of

aggregate and filler (if found required as

per mix design)etc complete (But excluding

cost of providing bitumen )

ITEM DESCRIPTION QTY PER with 1% AMOUNT

@ 4.50% bitumen (Including cost of

@ 4.00% bitumen (Including cost of

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

4 materials, labour, machinery,tests required 120000.00 S.M. 14.24

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

@5.40% bitumen (including cost of

@ 5.2% bitumen (including cost of bitumen)

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

6 batch mix type hot mix plant including cost 1000.00 M.T. 3727.91

of fuel, oil, lubricant and labour charges

tests required to be carriedout including

cost of aggregates and excluding cost of

(ii) SDBC(Excluding cost of bitumen) 0.00 M.T. 980.71

ITEM DESCRIPTION QTY PER with 1% AMOUNT

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 labour and material

7 cost (including cost of bitumen) preparing 70000.00 S.M. 33.66

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

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 DESCRIPTION QTY PER 25 with 1% AMOUNT

Box cutting the road surface to proper slop

and camber for road work including a base

1 for road work including removing the 10000.00 C.M. 109.41

excavated stuff depositing on the road side to

a slop as directed up to 50.0 mt. Lead.

Removing of Existing metalled grouted

road/Asphal Road surface upto base course

including stacking of material upto lead of

mt. (Note : Removing of Existing road shall

be Carryout only by Cutter Machine

/Hydraulic Bracker)

Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator cutter

1(B) machine before excavating existing surface 0.00 R.M. 51.00

for utility laying including cost of all type of

machinery, fuel, labour, etc and as per

direction of Engineer Incharge .

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of road

2 and breaking the soil into pieces less than 20 8000.00 C.M. 20.33

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 450.00 M.T. 6952.00

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

which occur during the process as per details

5 in tender specification & as directed by 8060.00 C.M. 33.09

engineer in charge.

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

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

7 required profile and compacting by 7500.00 C.M. 1654.66

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

smt. as per details in tender specification

& as directed by engineer in charge.

Preparing surfaces by excavating with

spades, scraping with shovel, brushing

with wire brushes for removing caked mud

up to 150mm thick etc. sweeping with

9 brooms and finally fanning the cleaned 120000.00 S.M. 3.55

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

10 surface including cost of fuel, oil, 70000.00 S.M. 4.81

lubricant, labour charges and disposal of

loose unsuitable material from site to the

disposal site as directed by Engineer in

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

cm. deep including stacking the useful

11 materials and disposing remaining stuff 30000.00 S.M. 42.76

including loading and unloading and

carting the same within city limit as

directed by Engineer in charge.

Providing, supplying & Fixing heavy duty

I.S.I mark RCC precast machine hole

frame with cover at site as per design for

12 circular manhole including labour charge 420.00 No. 2294.00

etc., Complete as per details in tender

specification & as directed by engineer in

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 :

1.5 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

including removing existing inlet chamber

frame cover and fixing existing inlet

chamber frame cover and (Add or Deduct

Rs. 568.00 per 0.10 mt depth increase or

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 10.00 No. 1661.00

ii Size-600 mm x 450 mm 10.00 No. 722.00

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 10.00 No. 1038.00

ii Size-600 mm x 450 mm 10.00 No. 529.00

Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading & unloading in

suitable tanks/drums etc. Complete

(without octroi charge applicable from

[1] From Koyali and Savli (vadodara) 0.00 M.T. 918.96

[2] From Vapi 0.00 M.T. 755.34

[3] From Mumbai 0.00 M.T. 1426.54

[4] From Hazira 0.00 M.T. 265.84

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Providing and filling yellow soil/mixed

soil with necessary dumping filling of the

trenches of each layer not exceeding

18 150mm depth of not including watering, 7000.00 C.M. 301.78

raming,consolidation,labour charge &

tests required to be carriedout etc.,

Earth work in embankment for subgrade

and shoulders by using mechanical

means with approved material AS HARD

MURRUM/QUARRY SPALL having

days soaked CBR equal to or more than

8%, laying in layers not exceeding

mm loose, breaking clods, dressing to the

19 required lines, curves, grades, watering to 5000.00 C.M. 1116.41

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.

Excavating the road surface upto

required depth including removing the

excavated materials and depositing on

the road side upto 50 mt. lead etc.

20 complete. Including labour, machinery 3700.00 C.M. 109.41

& equipments require to complete this

item and as detailed in tender

specification & as directed by engineer

Dismantling of structures of

roadways, including disposing off

unserviceable material free of cost

which will be the owenrship of

21 contractor or as directed by the

Engineer with all leads and lift etc.

Including labour, machinery &

equipments required to complete this

(A) R.C.C. Pardi 10.00 C.M. 1110.75

(B) Removing existing Kotah Stone 37.00 S.M. 50.11

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

(D) Plain Concrete 25.00 C.M. 639.72

(E) Bituminious Pavement 100.00 C.M. 288.65

(F) Non Bituminious Pavement 25.00 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 depression which occur during

the process. including labour,machinery,

equipments required to execute this

item etc. complete as detailed in tender

specification & as directed by engineer

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Providing and laying cement concrete

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

graded stone aggregate of 20 mm

nominal size) and curing complete

excluding cost of form work and

reinforcement for reinforced concrete in

vertical and horizontal fins upto floor

two.including labour,machinery,

equipments required to execute this

item etc. complete.

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.

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted thickness

over the base including necessary

25 compaction, watering etc. complete. 985.00 C.M. 480.00

item includes levelling by using mini

rollar/plat vibrator machine and as per

details in tender specification & as

directed by engineer in charge.

Providing 100 mm thick readymade

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

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

approved paver block manufacturer and

setting in line, level and in truly vertical

position, including filling joints 10mm

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

part of coarse sand) smooth pointing in

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

stone dust) including watering, test

required to be carriedout etc. complete

and as directed by Engineer-in-charge).

including watering, labour, tests

required to be carried out, machinery,

equipments required to execute this

item etc. complete.

A For regular edge of footpath 10646.00 R.M. 228.00

For roundling at the edge of footpath

(For fanning portion)

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Providing and fixing interlocking type

Rubber Moulded cement concrete

paver block of approved shape, design

and colour having 60 mm thickness (M-

35), purchased from SMC's approved

paverblock manufacture only and fixing

on fine sand bedding. Item includes

levelling by using plate vibrator

compactor machine. Item also includes

all material colour, equipments, tools,

plants, curing, watering, cleaning, test

required to be carriedout etc. complete.

A With Colour 2350.00 S.M. 524.00

B Without Colour 12000.00 S.M. 524.00

C With Colour (Produced by C&D waste) 10.00 S.M. 408.50

Without Colour (Produced by C&D

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

28 consolidation. Providing joints in C.M.

1:3 (1 Part of cement : 3 Part coarse

sand) and smooth pointing in C.M. 1:1

(1 Part of Cement, 1 Part of coarse

sand) including watering etc. complete

and as per details in tender specification

& as directed by engineer in charge.

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

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm )

29 M-30 Grade with all labour, material, 9720.00 R.M. 189.00

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

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 683.00 Nos. 60.00

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

Tree guard ID 500mm,800 x 800 x

A mm(Type D) ( set 4) 10.00 Nos. 672.00

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Providing and applying two coats of

synthetic enamel paint including

31 primer to kerb as per technical 798.00 S.M. 90.00

specifications and as directed by

Engineer-in-charge.

Removing existing kotah stone

flooring in mortar and vertical stone

kerbing including stacking of serviceable

material carting at SMC store disposal of

unserviceable material with all lead and

Removing and resetting existing

rough kotah stone water table for

footpath in line, level and proper

gradient including 25 mm thick bedding

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

coarse sand) with sufficient ramming,

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

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

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

: 1 Coarse sand) including watering etc.

complete as per details in tender

specification & as directed by engineer

Removing and resetting Existing

paver block, including all watering

leveling, cleaning, labour & Equipments

chagres etc. complete as per details in

tender specification & as directed by

engineer in charge.

Excavation for 27 cm wide and

cm deep Gishi in Ashpalt Bitumeneous

road for erection of concrete wall as a

road devider and removal of all

excavated materials / asphalts etc. from

the site as per details in tender

specification & as directed by engineer

in charge at the cost of contractor.

Providing and laying cement concrete

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

grade as per drawing and as per details

in tender specification & as directed by

engineer in charge with all leads, lifts,

loding & unloding etc. complete.

(i) 775mm height cement concrete

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

Fixing for Median as per drawing and as 0.00 R.M. 1091.00

per details in tender specification & as

directed by engineer in charge.

mt. in size cement concrete M-20 grade

pre cast Kerbs & Fixing as per drawing

Purchsed from SMC's approved 0.00 R.M. 380.00

manufactures and as per details in

tender specification & as directed by

engineer in charge.

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Remove & Re-fixing interlocking type

cement concrete paver block (Rubble

moulded) of approved shape, design

colour fixing on finesand bedding. Item

includes levelling all using vibratory

compacted machine. Item also includes

Removing & Restarting existing

ready made C.C.Kerb of strength of

required size & thickness in inlet, level

38 and truly vertical position, including 100.00 S.M. 56.00

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

1part of coarse sand) smooth pointing

Providing and laying C.C. M-25 grade

pre-cast Vaccume pressured finished

surface kerb stones of approved design

including cost of formwork and mould

(as directed by 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 : 2 coarse sand : 4 graded

40 aggregate of 20 mm nominal size) 50.00 No. 564.00

including cost of form work including,

curing labour, machinery, equipments

required to execute this item etc.

complete. Size :- (750 X 350 X 400)

Providing and laying cement concrete

cast-in-situ Guard Stone (1:1/2:3) (1

cement : 1/2 coarse sand : 3 graded

stone aggregate of 20 mm nominal

41 size) including cost of form work 50.00 No. 395.00

including, curing labour,machinery,

equipments required toexecute this item

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

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 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) (At Junctions)

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size &

shape, with approved pattern etc. of

mm thick having average crushing

strength of 50 N/mm2 on average

thickness of 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) (At

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

days. Floating the surface and 2nd day

wash the surface with the acid for

44 achieving sand wash system and after 0.00 S.M. 1200.00

curing application of acrylic based sealer

for finishing. Groove cutting as per

drawing. Cleaning the same after

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

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

a For Edge line marking of 15cm width 7000.00 S.M. 367.72

For Center Line marking of 10cm

For pedestrian markigns at junctions

(Zebra Crossing)

For pedestrian markigns at junctions

d (STOP LINE) 50.00 S.M. 367.72

e Letter markigns at junctions 0.00 S.M. 367.72

f Direction arrow markigns at junctions 0.00 S.M. 367.72

g For lane line marking of 15cm width 0.00 S.M. 367.72

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

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,

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

+/- 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, 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 2.4 V in sleep-charging

mode to enhance the life of the marker

and a full charge should provide for a

minimum autonomy of 50 hours. The

height, width and length of the marker

shall not be less than 10 mm x 100 mm

x 100 mm. Also, the surface diameter of

the marker shall not be less than

mm respectively. The weight of the

marker shall not exceed 0.5 Kilograms.

Fixing will be by drilling holes on the

road for the shanks to go inside,

without nails and using epoxy resin

based adhesive as per manufacturers

recommendation and complete as

directed by the engineer. (3M or

Equivalent Brand)

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 10.00 Nos. 3906.19

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

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

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

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

49 suitable size iron angle of 35 x 35 x 10.00 Nos. 3990.64

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

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 perdesign 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

50 retro refiectivesheeting of Type-4 as per 10.00 Nos. 3540.12

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 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

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

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

51 suitable size iron angle of 50x50x5mm; 4.00 Nos. 21287.51

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

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 and

52 coated with black epoxy powder coating 0.00 Nos. 3575.00

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.

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

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

53 required size to restain at 2.5 mt. c/c 1000.00 S.M. 124.72

and dismantalling the same after

completion of work and allowing for

movement of traffic as per drawing and

as per instruction from engineer in

Reuse of the above barricades in item

54 24.1 for traffic safety purpose without 2000.00 S.M. 28.32

procuring new barricades.

Provision and fixing of traffic signs for

limited period at suitable locations as

per requirement during the construction

in construction zone comprising of

warning zone, approach transition zone,

working zone and terminal transition

zone with a minimum distance of 60 cm

from the edge of the kerb in case of

kerbed roads and 2 to 3 m from the

55 edge of the carriageway in case of un- 2.00 Nos. 1800.00

kerbed roads, the bottom edge of the

lowest sign plate to be not less than

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-

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter,

800 mm high, filled with earth for

56 stability, painted in circumferential 75.00 Nos. 286.00

strips of alternate black and white

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

57 with level survey of road for road 25.00 Km 8800.00

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.

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Supplying and fixing the necessary

blinkers, delineators, trafic cones, etc as

per site requirement and as directed by

engineer in charge

(A) Delineators (750mm Height &

(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

60 construction in construction zone 50.00 Nos. 248.00

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

61 diversion of traffic, removing milled 0.00 SM 67.86

materials and disposal of milled material

to an approved dumping yard (within

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

mm but up to 100 mm by milling

machine in a single cutting depth, to

make a uniform surface without

disturbing the base including diversion

of traffic, removing milled materials and

disposal of milled material to an

approved dumping yard (within 12 km

lead) including loading and unloading,

all ieads and lift, fuel, lubricant charges

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Milling the existing bituminous

pavement for a depth more than

mm but up to 200 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

Milling the existing bituminous

pavement for a depth more than

mm but up to 300 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

ITEM NO. ITEM DESCRIPTION QTY PER 25 with 1% AMOUNT

Milling the existing concrete pavement

for a depth up to 50 mm by milling

machine including diversion of traffic,

removing milled materials and disposal

65 of milled material to an approved 0.00 SM 176.38

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. below 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), (2nd Attempt)

Estimate Amount % Total Amount

Estimate Amount % Total Amount

Sr. No. Item Description

(In Rupees) Above/ Below (In Rupees)

Part-A (Bituminious

1 ₹ 20,30,81,049.00 To be filled online

Part-B ( Non Bituminious

2 ₹ 6,71,09,582.04 To be filled online

Works/Civil Works)

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

SOUTH ZONE-A (UDHANA)

SURAT MUNICIPAL CORPORATION.