Construction of Trench Reparing from sub grade to wearing course road carpet/recarpet in different roads of New East (Sarthana) Zone -B area and Newly added villages like Mota varachha,Uttran,Umra,Valenja, Abrama, Bharthana,etc. of roads falling in New imit 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.

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

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

Zone -B area and Newly added villages like Mota

varachha,Uttran,Umra,Valenja, Abrama, Bharthana,etc. of roads

falling in New imit 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. 17/09/2026

Last date of Document Dt. 14/10/2026 Up to 17.00 Hrs.

Last date of Online bid Dt. 14/10/2026 Up to 18.00 Hrs.

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

[email protected] on or before Dt. 01/10/2026.

Pre bid Meeting -

Physical submission of EMD, Up to Dt. 22/10/2026, 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 15/10/2026 (Probable date)

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE-B

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

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

area and Newly added villages like Mota varachha,Uttran,Umra,Valenja,

Abrama, Bharthana,etc. of roads falling in New imit 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

NEW EAST (SARTHANA) ZONE-B

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule B Construction of Trench Reparing from sub

grade to wearing course road carpet/recarpet in

different roads of New East (Sarthana) Zone -B area

and Newly added villages like Mota

varachha,Uttran,Umra,Valenja, Abrama, Bharthana,etc.

of roads falling in New imit 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 26-27

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE-B

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

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

area and Newly added villages like Mota varachha,Uttran,Umra,Valenja, Abrama,

Bharthana,etc. of roads falling in New imit 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

NEW EAST (SARTHANA) ZONE-B

SURAT MUNICIPAL CORPORATION

SIGNATURE OF THE TENDERER.

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE-B

CARPET/RECARPET 2026-2027

TENDER NOTICE DMC/NEZ/07/2026-27

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

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

area and Newly added villages like Mota varachha,Uttran,Umra,Valenja, Abrama,

Bharthana,etc. of roads falling in New imit 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)

S.O.R. 2024-25 Without GST and with 1%

construction cess

ITEM IN RS AMOUNT IN RS

ITEM DESCRIPTION QTY PER

NO. SOR 24- (SOR 24-25)

PART-A (WITH HOTMIX BITUMINOUS ITEM)

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

Supplying and applying Slow Setting-1

(SS-I) bitumen emulsion confirming to

IS 8887, for application of prime coat

over Wet Mix Macadam at the rate of

1 0.85 kg per Sq.Meter area, including all 45000.00 68.67 SM

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.

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

3 laying by sensor paver finisher including

consolidation by rollers as specified

including providing and operating plant,

sensor paver and machinery, cost of fuel,

oil lubricant and labour charges, tests

requied to be carriedout including cost of

aggregate and filler (if found required as

per mix design)etc complete (But

including cost of providing bitumen )

(a) 4.50% bitumen (including cost of 8500.00 3443.09 MT

(b) 4.00% bitumen (including cost of 12500.00 3196.65 MT

(c) 4.50% bitumen (Excluding cost of 0.00 1235.23 MT

4.00% bitumen (Excluding 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 materials, labour,

machinery,tests required to be carried out

with all leads and lifts etc., complete as

per details in tender specification & as

directed by engineer in charge.

Providing and laying 25mm to 50mm

thick compacted BITUMINOUS

CONCRETE (BC) using aggregates as

per gradation and percentage of bitumen

for mixing shall be as arrived from mix

design, provided in no case bitumen

percentage shall be less than 5.2% for

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

total mix as binder by batch mix type hot

5 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 )

(a) 5.40% bitumen (including cost of 7500.00 3887.49 MT

5.20% bitumen (including cost of

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

5.20% bitumen (Excluding cost of

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

Bitumen Painting (Excluding cost of 0.00 SM

Providing SEMI DENSE

BITUMINOUS CONCRETE (SDBC)

with aggregates as per gradation and

bitumen for mixing @ 5.50% by Wt. of

total mix as binder by batch mix type

hot mix plant including cost of fuel, oil,

lubricant and labour charges tests

required to be carriedout including cost

of aggregates and including cost of

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

Total of Part-A(BITUMINOUS ITEMS)

PART-B (WITHOUT HOTMIX BITUMINOUS ITEM)

ITEM RS AMOUNT IN RS

ITEM DESCRIPTION QTY PER

NO. SOR 24- (SOR 24-25)

8 BASE,PREPARING

SURFACE,CHAMBER

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 50.0 mt.

Removing of Existing metalled grouted

road/Asphal Road surface upto base

8.1 course including stacking of material

(A) upto lead of 50 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

8.1 operator cutter machine before

(B) excavating existing surface 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

8.2 of road and breaking the soil into pieces 15000.00 20.33 C.M.

less than 20 mm etc.by the use of

rotavator and as directed by engineer in

charge. (200 mm compacted thickness)

Supplying Fly ash including collecting,

carting, stacking and spreading the same

as per details in tender specification & as

directed by engineer in charge.

Supplying and carting of Hydrated lime

(CaO content not less than 70%) and

spreading the same with the excavated

soil and flyash thoroughly by Disc

8.4 Harrowing Rotavator or as the case may 700.00 6952.00 MT

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

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

8.6 motor grader and compacting with 15000.00 1488.88 CM

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

8.7 mechanical means to required profile and 15000.00 1654.66 CM

compacting by vibratory roller of

minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all material, labour, machinery,

test with all leads and lifts etc.,complete

as per details in tender specification & as

directed by engineer in charge.

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 brooms and finally fanning the

cleaned surface with gunny bags to

remove all loose dirt etc. including

carting of excavated stuff from site.

Picking of the bituminous surface using

JCB excavator or by any mechanical

means, cleaning and removal of loose and

unsuitable material on the road surface

8.10 including cost of fuel, oil, lubricant, 5000.00 4.81 SM

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

cm. deep including stacking the useful

8.11 materials and disposing remaining stuff 2000.00 42.76 SM

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 manhole

frame with cover at site as per design for

8.12 circular manhole including labour charge 100.00 2294.00 No.

etc., Complete as per details in tender

specification & as directed by engineer in

Raising & Lowering Eixsiting Manholes

& Inlet chamber (with frames) of

drainage, strom drainage, sever trap

chamber, scraper manhole frame & cover

any utility services up to newly

carpeted/recarpeted road surface

including both of plain cement concrete

ordinary grade 1:1.5:3.(1 Part of cement :

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 upto 10 cm inlet

chamber to the required level upto FRL

of DBM /BC including all materials,

framework including removing existing

8.14 inlet chamber frame cover and fixing 200.00 701.00 No.

existing inlet chamber frame cover and

removing existing material from inlet

chamber (add Rs. 568.00 per 0.10 mt.

depth increase or decrease)

Providing & Fixing RCC precast Inlet

8.15 chamber cover of M-30 grade as per

drawing and specifications

Providing & Fixing RCC precast Inlet

8.16 chamber frame of M-30 grade as per

drawing and specifications

Providing and filling yellow soil/mixed

soil with necessary dumping filling of the

trenches of each layer not exceeding

150mm depth of not including watering,

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

8.18 required lines, curves, grades, watering to 1200.00 1116.41 CM

OMC and compacting to 97% modified

Proctor density with vibratory rollers

having minimum 80 - 100 KN

staticweight including all lobour,

equipments charges & tests required to be

carriedout with all leads and lifts etc.

Providing Rubble pitching with hard

stone of aooroved quality in cement

8.19 mortar 1: 6 (1 cement : 6 coarse sand) 0.00 2550.00 CM

including leveling up,curing etc.complete

excliding pointing

Providing & Filling Rubbles including

hand packing & filling interstics with

Quarry Spalls complete for all leads and

Stabilization of existing ground soil of

road base by excavation up to 200mm

depth, pulverizing the soil using

equipments like disc harrows, rotavators

or any other suitable machineries to make

soil in finer size, removal of vegetation or

any other deleterious matter, stumps of

trees, including excavation of existing

base, stacking of soil, spreading of soil in

layer, mixing with using lime - Flyash

admixture with excavated sub base soil,

free from organic matter/deleterious

8.21 material . The lime shall be commercial 0.00 309.06 CM

dry lime confirming latest revision of IS

1514, slaked at site or pre-slaked with

CaO content not less than 70 per cent, Fly

ash to conform to latest revision of IS

3812 gradation as per clause 4.3 of IRC:

88-1984, lime + fly ash content ranging

approximately 10 to 30 per cent, ratio of

lime: fly ash : soil shall be approximately

3:12:85 or both of proportions as per

design mix to achieve the minimum CBR

value after 4 days soaking to be 8 per

cent in laboratory and 5 percent at site.

Supply & Laying of Mechanically

Woven Double Twisted Hexagonal

Shaped Wire Mesh Gabion Boxes of

required size, Mesh Type 10x12cm, Zinc

and PVC coated, Mesh Wire dia.

2.7/3.7mm (ID/OD), mechanically edged

/ selvedged, with heavy coating of

galvanization as per EN 10223-3/ASTM

A975 with partitions at every 1m interval

and properly packed with approx 200mm

size rubble including transportion and

placing at indicated place as per direction

of engineer in charge including tools,

plants, labour, material, royalty charge

etc in all respect and stiching with lacing

wire of dia 2.2/3.2 mm (ID/OD),

including all safty precautions and with

Providing and laying of thermally bonded

non wovengeotextile of approved brand

and quality beneath the Gabian wall as

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 refinery

[2] From Vapi 0.00 755.34 MT

[3] From Mumbai 0.00 1426.54 MT

[4] From Hazira 0.00 265.84 MT

FOOTPATH, KERB &

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

owenrship of 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 50.00 1110.75 C.M.

(B) Removing existing Kotah Stone 50.00 50.11 S.M.

(C) Brick / Stone Masonary 250.00 577.92 C.M.

(D) Plain Concrete 50.00 639.72 C.M.

(E) Bituminious Pavement 50.00 288.65 C.M.

(F) Non Bituminious Pavement 50.00 155.25 C.M.

Preparation of subgrade with

compacting. levelling and consolidation

of subgrade with mini roller/plate

vibrator machine including watering and

filling in depression which occur during

the process. including labour,machinery,

equipments required to execute this item

etc. complete as detailed in tender

specification & as directed by engineer in

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

Supplying and filling fine sand

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

mm (Avg.) compacted thickness over the

base including necessary compaction,

9.5 watering etc. complete. item includes 200.00 480.00 C.M.

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

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

paver block manufacturer and setting in

line, level and in truly vertical position,

including filling joints 10mm width in

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

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

(1 Part of cement : 1 Part of stone dust)

including watering, test required to be

carriedout etc. complete and as directed

by Engineer-in-charge).

(A) For regular edge of footpath 1000.00 228.00 R.M.

(B) For roundling at the edge of footpath (For 300.00 274.00 R.M.

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. complete.

A With Colour 1000.00 524.00 S.M.

B Without Colour 500.00 524.00 S.M.

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

Without Colour (Produced by C&D

As per CE note no.:1910, 4.7.2022

1 Recycle Product produced by C&D

waste project plant (Max. usage 20% of

total requirement. Refer this note

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.

9.8 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,

Part of coarse sand) including watering

etc. complete and as per details in tender

specification & as directed by engineer in

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

Providing and fixing in position

readymade cement concrete Water

Drain Slab ( 300 x 300 x 80 mm ) M-30

Grade with all labour, material, testing 100.00 189.00 R.M.

charge etc. complete as per details in

tender specification & as directed by

engineer in charge.

9.8 Readymade water drain channel ( 600 x 500.00 353.00 R.M.

Supplying and fixing RCC collar (300

mm dia) for tree plantation including all

taxes, carting, loading, unloading etc.

9.9 complete.with all labour, material charge 0.00 60.00 Nos.

etc. complete as per details in tender

specification & as directed by engineer in

Tree guard ID 500mm,800x800x75

mm(Type D)(set 4)

Providing and applying two coats of

synthetic enamel paint including primer

to kerb as per technical specifications and

as directed by Engineer-in-charge.

Painting two coats of enamel paint

(Excluding priming coat) over previously

painted wall after removing entire surface 0.00 60.00 S.M.

with even shade & surface after removing

dirt, dust foreign matter etc. comp.

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, 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 charge.

Removing and resetting Existing paver

block, including all watering leveling,

9.12 cleaning, labour & Equipments chagres

(A) etc. complete as per details in tender

specification & as directed by engineer in

Removing & Restarting existing ready

made C.C.Kerb of strength of required

9.12 size & thickness in inlet, level and truly

(B) vertical position, including filling joints

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

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

Excavation for 27 cm wide and 25 cm

deep Gishi in Ashpalt Bitumeneous road

for erection of concrete wall as a road

devider 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

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 1091.00 R.M.

per details 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 300.00 380.00 R.M.

manufactures and as per details in tender

specification & as directed by engineer in

Providing and laying cement concrete

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

cement : 2 coarse sand : 4 graded stone

9.14 aggregate of 20 mm nominal size)

(A) 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

9.14 aggregate of 20 mm nominal size)

(B) including cost of form work including,

curing labour,machinery, equipments

required to execute this item etc.

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

(A) Milling the existing bituminous

pavement up to a depth of 50 mm by

milling machine in a single cutting depth,

to make a uniform surface without

disturbing the base including diversion of

9.15 traffic, removing milled materials and 0.00 67.86 S.M.

disposal of milled material to an

approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

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

9.16 diversion of traffic, removing milled

materials and disposal of milled material

to an approved dumping yard (within

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc complete.

Milling the existing bituminous pavement

for a depth more than 100 mm but up to

200 mm by milling machine in a single

cutting depth to make a uniform surface

without disturbing the base including

9.17 diversion of traffic, removing milled

materials and disposal of milled material

to an approved dumping yard (within

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc complete.

Milling the existing bituminous pavement

for a depth more than 200 mm but up to

300 mm by milling machine in a single

cutting depth to make a uniform surface

without disturbing the base including

9.18 diversion of traffic, removing milled

materials and disposal of milled material

to an approved dumping yard (within

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc complete.

(AA) Milling the existing concrete

pavement for a depth up to 50 mm by

9.19 milling machine including diversion of 0.00 176.38 S.M.

traffic, removing milled materials and

disposal of milled material to an

approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

PAVEMENT MARKING &

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 /

10.1 engineers instructions for Lane markings,

edge markings / arrows including

materials, labour charges, tests required

to be carried out etc. complete as per

details in tender specification & as

directed by engineer in charge.

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

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

For pedestrian markigns at junctions 0.00

c (Zebra Crossing)

For pedestrian markigns at junctions 0.00

e Letter markigns at junctions 0.00 367.72 S.M.

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

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

Supplying of Molded Shank Raised

Pavement Markers made of

polycarbonate and ABS molded body and

reflective panels with micro prismatic

lens capable of providing total internal

reflection of the light entering the lens

face and shall support a load of 16000 kg

tested in accordance to ASTM D

Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 – DO III Dt 11.06.

1997. The height, width and length shall

not exceed 50 mm, 100 mm and 100 mm

10.2 and with minimum reflective area of 13 100.00 217.40 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 +/- 2 mm and height not less than

30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the

shanks to go inside, without nails and

using epoxy resin based adhesive as per

manufacturer’s recommendation and

complete as directed by the engineer.

(3M or Equivalent Brand)

Solar Stud: Supplying of Solar Raised

Pavement Markers made of

polycarbonate molded body with circular

shape, solarpowered, LED self

illumination in active mode, 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

kg tested in accordance to ASTM D

4280. The marker should be resistant to

dust and water ingress according to IP

standards and should withstand

temperatures in the range of 0 C to 70 C.

Color of lighting could be provided in red

or yellow(amber) as per requirement and

typical frequency of blinking is 1 Hz.

10.3 There should be current losses of less

than 20 microamperesat 2.4 V in sleep-

charging mode to enhance the life of the

marker and a full charge should provide

for a minimum autonomy of 50 hours.

The height, width and length of the

marker shall not be less than 10 mm x

100 mm x 100 mm. Also, the surface

diameter of the marker shall not be less

than 100 mm respectively. The weight of

the marker shall not exceed

Kilograms. Fixing will be by drilling

holes on the road for the shanks to go

inside, without nails and using epoxy

resin based adhesive as per manufacturers

recommendation and complete as

directed by the engineer. (3M or

Equivalent Brand)

Providing Supplying and fixing post

delineators made of ABS body fitted with

high reflective, reflectors and mounted on

pipe of 50 to 70 mm dia and height

10.4 varying from 450 to 700 mm to be

installed etc. completed as per direction

of Engineer-in- charge.(3M or Equivalent

Supply and Fixing of Flexible Median

Marker (FMM) from a combination of

tough, high impact resistant engineering

thermoplastic material with U shape

structure having rebound/bounce*back

property having overall height, width and

body thickness not less than 181mm,

120mm, and 6.5mm respectively The

flourscent yellow retro reflective sheeting

meeting ASTM D4956 Typ-XI

specifications, in the FMM helps to

10.5 highlight the medians and increase the

visibility during the night. The flexible

Median Marker should have integrated

shank having depth of min 30mm and a

dia min 20mm fixed by drilling a hole on

the kerb for the shanks to go

inside,without nails and using epoxy

resin based adhesive as per

manufacturer's recommendation and

complete as directed by engineer in

charge.(3M or Equivalent Brand)

11 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

11.1 suitable size iron angle of 35 x 35 x 3 5.00 3906.19 Nos.

mm, 75 x 75 x 6 mm as required; painted

with best quality epoxy coatings in black

and white bends. The details of symbol

for each board shall be as per the

instruction of engineer in charge. The

fixing as site shall be in 1:2:4 CC block

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of

engineer in charge. (B) High Intensity

Facility Informatory Signs :- Providing

and fixing sign boards made out of 2 mm

aluminium sheet; size 80 x 60 cms.

rectangle as per design of IRC 67-2012.

Pre treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint; reflectorised with

retro refiective sheeting as per latest

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

stand post and frame fabricated from

11.2 suitable size iron angle of 35 x 35 x 3 5.00 3990.64 Nos.

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

Regulatory/ Mandatory Signs :-

Providing and fixing sign boards made

out of 2 mm aluminium sheet; size

cms. diameter circle as per design of IRC

67-1977. Pre treated with phospheting

process & acid etching; coated with one

coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest

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

stand post and frame fabricated from

11.3 suitable size iron angle of 35 x 35 x 3 5.00 3540.12 Nos.

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

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

11.4 fabricated from suitable size iron angle of 5.00 21287.51 Nos.

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

Providing Supplying & Fixing jumbo

swiss type traffic bollard made out of

1.5 mm thick CRC sheet in conical shape

having 188cms, bottom dia 30cms, top

dia 22cms, with top circular direction

plate of 30cms dia for arrow fabricated as

per attached drawing and coated with

11.5 black epoxy powder coating and Retro 5.00 3729.97 Nos.

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.

12 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

12.1 per site condition and M.S. angle of

(A) 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

12.1(A) for traffic safety purpose without 20.00 28.32 SM

(B) 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 edge of the

12.2 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:55-2001.

Provision of metal drum/empty bitumen

drumdelineator, 300 mm in diameter,

mm high, filled with earth for stability,

12.3 painted in circumferential strips of 35.00 286.00 Nos.

alternate black and white 100 mm wide

fitted with reflectors 3 Nos of 7.5 cm dia,

all as per IRC:SP:55-

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

12.4 survey of road for road profile at 10.00 8800.00 Km

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

12.5 as per site requirement and as directed by

engineer in charge

Delineators 10.00 850.00 Nos.

Traffic cones, Etc. 10.00 501.00 Nos.

Blinkers 10.00 3850.00 Nos.

Total of Part-B (NON BITUMINIOUS ITEMS)

Note: Bidder must quote separately for Part A (Bitumin Item) and

Part B (Other than Bitumin Item).

Executive Engineer

New East (Sarthana)Zone-B

SIGNATURE OF THE CONTRACTOR Surat Municipal Corporation

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE-B

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

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

added villages like Mota varachha,Uttran,Umra,Valenja, Abrama, Bharthana,etc. of

roads falling in New imit 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

I/we hereby tender to execute the above mentioned work in Part-A (Bitumen Item) &

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

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

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

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

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

per the total as above.

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

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

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

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE-B

SURAT MUNICIPAL CORPORATION

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

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

added villages like Mota varachha,Uttran,Umra,Valenja, Abrama, Bharthana,etc. of

roads falling in New imit 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

Item Description Estimate Amount (In % Tender Amount

Rupees) Above/Below (In Rupees)

PART - A (Bituminous Works)

PART - B (Non-Bituminous

SIGNATURE OF THE CONTRACTOR.

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE-B

SURAT MUNICIPAL CORPORATION