Construction of Road Layers from sub grade to Binder/wearing course having width 24.00 mt. and Below T.P. Road falling in South Zone-B(Kanakpur) 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 and laying/fixing of pavement markings, road stud, road signages with other traffic safety measures.[Work no-2]

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-B (Kanakpur) of Surat city by contractor's own batch mix

type hotmix plant and W.M.M. 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. 02).

Uploading of tender documents Dt. 11/08/2026

Last date of Document Dt. 24/08/2026 Up to 17.00 Hrs.

Last date of Online bid Dt. 24/08/2026 Up to 18.00 Hrs.

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

[email protected] on or before Dt. 17/08/2026.

Pre bid Meeting -

Physical submission of EMD, Up to Dt. 01/09/2026, Up to 18.00 Hrs. at the office of

Tender fee. Chief Accountant, Surat Municipal Corporation, Tapi

Bhavan,Surat by R.P.A.D./Speed Post up to 18.00 hours.

Opening of Technical bid 25/08/2026 (Probable date)

SURAT MUNICIPAL CORPORATION

SOUTH ZONE (KANAKPUR)

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-B

(Kanakpur) of Surat city by contractor's own batch mix type hotmix plant and

W.M.M. 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. 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 ZONE-B(KANAKPUR)

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B Construction of road layers from sub grade

to binder/ wearing course having width 24.00 mt.

below T. P. road falling in South zone-B (Kanakpur) of

Surat city by contractor's own batch mix type hotmix

plant and W.M.M. 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. 02).

3 Percent below / above the estimated rates

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

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-B

(Kanakpur) of Surat city by contractor's own batch mix type hotmix plant and

W.M.M. 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. 02).

BILL OF QUANTITIES

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

and Special Conditions of Contract, Technical Specifications and Drawings.

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

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

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

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

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

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

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

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

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

any defects during the Defects Liability Period.

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

rounded to the nearest whole number.

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

items provided in the Bill of Quantities.

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

prices entered for the related items of work.

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

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

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

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

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

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

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

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

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

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

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

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

the Instructions to Bidder.

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

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

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

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

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

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

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

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

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

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

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

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

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

as indicated as directed by the Engineer.

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

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

ABBREVATIONS : FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

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

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

M2 or Sq.m or Sq.m or : Square metre

M3 or Cum or cu.m or : Cubic metre

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or MT : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge Works

Specification(s) (last revision) issued by the Ministry of

Surface Transport (Roads Wing),

Government of India.

ASP : Additional Technical Specification

BIS : Bureau of Indian Standards

Prov. : Provisional

P.O.L. or POL : Petrol, Oil and Lubricants

Veh. Month or Veh : Vehicle month

month : Calendar month

FRL : Finished Road Level

Veh. Km : Vehicular Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

SOUTH ZONE-B(KANAKPUR)

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

CARPET/RECARPET 2026-2027

TENDER NOTICE Deputy Municipal Commissioner/SZ-B/06/2026-27

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-B

(Kanakpur) of Surat city by contractor's own batch mix type hotmix plant and

W.M.M. 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. 02).

BOQ TO BE FILLED BY BIDDER (ONLINE)

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Box cutting the road surface to proper

slop and camber for road work including

a base for road work including removing

the excavated stuff depositing on the

road side to a slop as directed up to

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

2 less than 20 mm etc.by the use of 13448.00 20.33 C.M.

rotavator and as directed by engineer in

charge. (200 mm compacted thickness)

Supplying Fly ash including collecting,

carting, stacking and spreading the

3 same as per details in tender 3390.00 572.00 M.T.

specification & as directed by engineer in

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

4 Harrowing Rotavator or as the case may 684.00 6952.00 M.T.

be, including watering,Tests required to

be carried out etc. complete as per

details in tender specification & as

directed by engineer in charge.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling in

depressions which occur during the

process as per details in tender

specification & as directed by engineer in

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

6 motor grader and compacting with 10164.00 1488.88 C.M.

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 6774.00 1654.66 C.M.

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

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

8 0.85 kg per Sq.Meter area, including all 76410.00 68.67 S.M.

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. 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 charge.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

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

10 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

(Including cost of providing bitumen )

@ 4.50% bitumen (Including cost of VG-

@ 4.00% bitumen (Including cost of VG-

@ 4.50% bitumen (excluding cost of VG-

@ 4.00% bitumen (excluding cost of VG-

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,

11 including all materials, labour, 145570.00 14.24 S.M.

machinery,tests required to be carried

out with all leads and lifts etc., complete

as per details in tender specification & as

directed by engineer in charge.

Providing and laying 25mm to 50mm

thick compacted BITUMINOUS

CONCRETE (BC) using aggregates as

per gradation and percentage of bitumen

for mixing shall be as arrived from mix

design, provided in no case bitumen

percentage shall be less than 5.2% for

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

total mix as binder by batch mix type hot

12 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 bitumen )

@ 5.40% bitumen (including cost of VG-

@ 5.2% bitumen (including cost of VG-

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

@ 5.4% bitumen (excluding cost of VG-

@ 5.2% bitumen (excluding cost of VG-

Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous

13 surfaces at the rate of 0.30 C.M. per 10 144490.00 2.47 S.M.

smt. as per details in tender

specification & as directed by engineer in

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. /

S.M. On painted surface including

operating cost of contractor's own

equipment, fuel, lubricants, carting of

required materials, all labour and

material cost (including cost of

bitumen) preparing surface by brushing

with wire brushes, sweeping with

mechanical broom / compressed air and

finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

completeas per details in tender

specification & as directed by engineer in

Preparing surfaces by excavating with

spades, scraping with shovel, brushing

with wire brushes for removing caked

mud up to 150mm thick etc. sweeping

15 with brooms and finally fanning the 144490.00 3.55 S.M.

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

16 on the road surface including cost of 58588.00 4.81 S.M.

fuel, oil, lubricant, labour charges and

disposal of loose unsuitable material

from site to the disposal site as directed

by Engineer in charge.

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

10 cm. deep including stacking the

useful materials and disposing

remaining stuff including loading and

17 unloading and carting the same within 34758.00 42.76 S.M.

city limit as directed by Engineer in

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

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

: 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

20 inlet chamber frame cover and fixing 100.00 701.00 No.

existing inlet chamber frame cover and

(Add or Deduct Rs. 568.00 per 0.10 mt

depth increase or decrease)

Providing and Fixing RCC Precast inlet

21 chamber cover of M-30 Grade as per

drawing and specification.

Size-600 mm x 450 mm 5.00 722.00 No.

Providing and Fixing RCC Precast inlet

22 chamber frame of M-30 Grade as per

drawing and specification

Size-600 mm x 450 mm 5.00 529.00 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

[1] From Koyali and Savli (vadodara) 0 918.96 MT

[2] From Vapi 0 755.34 MT

[3] From Mumbai 0 1426.54 MT

[4] From Hazira

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Providing SEMI DENSE BITUMINOUS

CONCRETE (SDBC) with aggregates as

per gradation and bitumen for mixing

@ 5.50% by Wt. of total mix as binder

24 by batch mix type hot mix plant including 500.00 3727.91 M.T.

cost of fuel, oil, lubricant and labour

charges tests required to be carriedout

including cost of aggregates and

excluding cost of bitumen.

24(A) SDBC(Excluding cost of bitumen) 0 980.71 MT

Providing and filling yellow soil/mixed

soil with necessary dumping filling of the

trenches of each layer not exceeding

25 150mm depth of not including watering, 24863.50 301.78 C.M.

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

26 the required lines, curves, grades, 80.00 1116.41 C.M.

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.

27 Footpath & Kerb and Divider

Excavating the road surface upto

required depth including removing the

excavated materials and depositing on

the road side upto 50 mt. lead etc.

27.1 complete. Including labour, machinery 3376.00 109.41 C.M.

& 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

27.2 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 5.00 1110.75 C.M.

(B) Removing existing Kotah Stone 25.00 50.11 S.M.

(C) Brick / Stone Masonary 25.00 577.92 C.M.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

(D) Plain Concrete 10.00 639.72 C.M.

(E) Bituminious Pavement 525.00 288.65 C.M.

(F) Non Bituminious Pavement 25.00 155.25 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 occur

27.3 during the process. including 10685.00 5.03 S.M.

labour,machinery, equipments

required to execute this item etc.

complete as detailed in tender

specification & as directed by engineer

Providing and laying cement

concrete 1:5:10 (1 cement :

coarse sand : 10 graded stone

aggregate of 20 mm nominal size) and

curing complete excluding cost of form

27.4 work and reinforcement for reinforced 1071.00 2606.92 C.M.

concrete in vertical and horizontal fins

upto floor two.including

labour,machinery, equipments

required to execute this item etc.

Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted thickness

over the base including necessary

27.5 compaction, watering etc. complete. 774.00 480.00 C.M.

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

27.6 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.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

(A) 775mm height cement concrete M-

20 grade cast-in-situ/Precast Kerbs &

Fixing for Median as per drawing and 100.00 1091.00 R.M.

as per details in tender specification &

as directed by engineer in charge.

in size cement concrete M-20 grade

pre cast Kerbs & Fixing as per drawing

Purchsed from SMC's approved 100.00 380.00 R.M.

manufactures and as per details in

tender specification & as directed by

engineer in charge.

(C) For regular edge of footpath 9220.00 228.00 R.M.

(D) 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.

With Colour 1821.00 524.00 S.M.

Without Colour 8164.00 524.00 S.M.

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

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 consolidation. Providing

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

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

Size : 1' x 1' (40 to 50 mm thick)

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm )

27.9 M-30 Grade with all labour, material, 100.00 189.00 R.M.

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

Readymade water drain channel

Supplying and fixing RCC collar (300

mm dia) for tree plantation including

all taxes, carting, loading, unloading

27.10 etc. complete.with all labour, material 0.00 60.00 Nos.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

(A) Tree guard ID 500mm,800 x 800 x

75 mm(Type D) ( set 4)

Providing and applying two coats of

synthetic enamel paint including

27.11 primer to kerb as per technical 1734.00 90.00 S.M.

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 lift.

Removing and resetting existing

rough kotah stone water table for

footpath in line, level and proper

gradient including 25 mm thick

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

6 Part of coarse sand) with sufficient

27.13 ramming, consolidation, Providing 0.00 63.89 R.M.

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 charge.

Removing and resetting Existing

paver block, including all watering

leveling, cleaning, labour &

Equipments chagres etc. complete as

27.14 per details in tender specification & as 300.00 102.00 S.M.

directed by engineer in charge.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Removing & Restarting existing

ready made C.C.Kerb of strength of

required size & thickness in inlet, level

27.15 and truly vertical position, including 0.00 56.00 S.M.

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

cement 1part of coarse sand) smooth

pointing in C.M.1:1

Excavation for 27 cm wide and

cm deep Gishi in Ashpalt

Bitumeneous road for erection of

concrete wall as a road devider and

27.16 removal of all excavated materials / 100.00 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 : 2 coarse sand : 4 graded

stone aggregate of 20 mm nominal

27.17 size) including cost of form work 0.00 564.00 No.

including, curing labour, machinery,

equipments required to execute this

item etc. complete. Size :- (750 X

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

27.18 size) including cost of form work 0.00 395.00 No.

including, curing labour,machinery,

equipments required toexecute this

item etc. complete. Size :- (600 x

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

27.19 N/mm2 on average thickness of 1000.00 965.00 S.M.

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

ITEM DESCRIPTION QTY 25 with 1% PER 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 80 mm thick having

average crushing strength of

27.20 N/mm2 on average thickness of 1000.00 714.00 S.M.

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

28 Pavement Marking & cat eye

Providing and applying 2.50 mm

thick hot applied thermoplastic

road marking of white / yellow colour

on bituminous / concrete surface with

fully automatic machines as per

detailed drawings / engineers

instructions for Lane markings, edge

markings / arrows including materials,

labour charges, tests required to be

carried out etc. complete as per details

in tender specification & as directed by

engineer in charge.

a For Edge line marking of 15cm width 100.00 367.72 S.M.

For Center Line marking of 10cm

For pedestrian markigns at junctions

c (Zebra Crossing) 100.00 367.72 S.M.

For pedestrian markigns at junctions

d (STOP LINE) 0.00 367.72 S.M.

e Letter markigns at junctions 0.00 367.72 S.M.

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

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

ITEM DESCRIPTION QTY 25 with 1% PER 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, 100 mm and

28.2 mm and with minimum reflective area of 13 3158.00 217.40 Nos.

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 2.4 V in sleep-charging mode to

enhance the life of the marker and a full

charge should provide for a minimum

autonomy of 50 hours. The height, width and

length of the marker shall not be less than

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

diameter of the marker shall not be less than

100 mm respectively. The weight of the

marker shall not exceed 0.5 Kilograms. Fixing

will be by drilling holes on the road for the

shanks to go inside, without nails and using

epoxy resin based adhesive as per

manufacturers recommendation and complete

as directed by the engineer. (3M or Equivalent

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

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

28.4 in the injection molding process. The median 0.00 271.69 Nos.

marker shall have flame like shaped 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.

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

frame fabricated from suitable size iron angle

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.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Informatory Signs :- Providing and fixing

sign boards made out of 2 mm aluminium

sheet; size 80 x 60 cms. rectangle as per

design of IRC 67-2012. Pre treated with

phospheting process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

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

post and frame fabricated from suitable size

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

mm as required; painted with best quality

epoxy coatings in black and white bends.

The details of symbol for each board shall be

as per the instruction of engineer in charge.

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

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards made out of

2 mm aluminium sheet; size 60 cms.

diameter circle as per design of IRC 67-

1977. Pre treated with phospheting process

& acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro

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

Specifications; 3.1 m long stand post and

29.3 frame fabricated from suitable size iron 0.00 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 )

stand post and frame fabricated from

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.

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

30 TRAFFIC SAFETY ,TRAFFIC CONTROL AND SURVEY

Providing and installing barricades

including supplying, paiting with

flourscent paint/white paint and fixing CGI

sheet 24 SWG of required height as per

site condition and M.S. angle of required

size to restain at 2.5 mt. c/c and

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 30.1 for traffic safety purpose without 1620.00 28.32 S.M.

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

to 3 m from the edge of the carriageway

in 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-

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter,

mm high, filled with earth for stability,

painted in circumferential strips of alternate

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Provision of Traffic cones for limited

period at suitable locations as per

30.5 requirement during the construction in 0.00 501.00 Nos.

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

30.6 in construction zone comprising of 0.00 248.00 Nos.

warning zone, approach transition zone,

working zone and terminal transition zone

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

30.8 as per site requirement and as directed by

engineer in charge

(A) Delineators (750mm Height & Wieght

(B)Blinkers Taffic Signal Type for Pole

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

ITEM DESCRIPTION QTY 25 with 1% PER AMOUNT

Milling the existing bituminous pavement for

a depth more than 50 mm but up to

100 mm by milling machine in a single

cutting depth, to make a uniform surface

without disturbing the base including

31.2 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 100 mm but up to

200 mm by milling machine in double

cutting depth, to make a uniform surface

without disturbing the base including

31.3 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 200 mm but up to

300 mm by milling machine in three

cutting depth, to make a uniform surface

without disturbing the base including

31.4 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

ITEM DESCRIPTION QTY 25 with 1% PER 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 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 PART I+II+III+IV+V+VI

Executive Engineer

South Zone-B (Kanakpur)

SIGNATURE OF THE CONTRACTOR Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

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-B (Kanakpur) of

Surat city by contractor's own batch mix type hotmix plant and W.M.M. 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. 02).

I/we hereby tender to execute the above mentioned work in accordance with the

accompanying specification and conditions in consideration of payment being made for

the quantity of work to be executed at PAR/at___________ % (percent) in

BELOW/ABOVE the amount worked out at the rate entered in column 4 and as per the

total as above.

Final total cost tendered as per the rate quoted above will be Rs..................................... in

And in accordance in all respects with the specification, design and instructions in

writing as per the terms and conditions specified in the bid document including Schedule A

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

SOUTH ZONE-B(KANAKPUR)

SURAT MUNICIPAL CORPORATION