Construction Road work on Land Acquisition of Irrigation Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service Road passing through Dukhiya no Darbar Road to DFCC Garanala Vai Dada Bhagwan Tri-mandir, with Pavement Marking, Road Signages work within New East (sarthana) Zone Area.

Name of Work:- Construction Road work on Land Acquisition of Irrigation

Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal

Service Road passing through Dukhiya no Darbar Road to

DFCC Garanala Vai Dada Bhagwan Tri-mandir, with

Pavement Marking, Road Signages work within New East

(sarthana) Zone Area.

Uploading of tender documents Dt-05/03/2026

Last date of Document Dt-17/03/2026 UP TO 18.00 Hrs.

Last date of Online bid Dt-17/03/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 11/03/2026 up to

Pre bid Meeting -

Physical submission of EMD, UP To Dt-24/03/2026 up To 18.00 Hrs. at the office of

Tender fee. “Chief Accountant, Surat Municipal Corporation,

Muglisara,Surat.395003 Gujarat by Speed Post/RPAD

only.” In sealed cover duly super scribed with name of work

and tender notice no.

Opening of Technical bid Probable Dt. - 18/03/2026 10:00 hrs. onwards.

VOLUME-2 PRICE BID Page

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

Name of Work:- Construction Road work on Land Acquisition of Irrigation

Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal

Service Road passing through Dukhiya no Darbar Road to

DFCC Garanala Vai Dada Bhagwan Tri-mandir, with

Pavement Marking, Road Signages work within New East

(sarthana) Zone Area.

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

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOLUME-2 PRICE BID Page

Sr. Contents Page No.

2 Abstract, Bill of Quantities and Estimate

Schedule -B for Construction Road work on Land

Acquisition of Irrigation Department 18.00 Mt. (Both

side 9.00 Mt.) Wide Canal Service Road passing

through Dukhiya no Darbar Road to DFCC Garanala

Vai Dada Bhagwan Tri-mandir, with Pavement

Marking, Road Signages work within New East

(sarthana) Zone Area.

3 Percent below / above the estimated rates

VOLUME-2 PRICE BID Page

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

Name of Work:- Construction Road work on Land Acquisition of

Irrigation Department 18.00 Mt. (Both side 9.00 Mt.)

Wide Canal Service Road passing through Dukhiya no

Darbar Road to DFCC Garanala Vai Dada Bhagwan Tri-

mandir, with Pavement Marking, Road Signages work

within New East (sarthana) Zone Area.

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.

VOLUME-2 PRICE BID Page

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 Quantities.

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

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

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

Instructions to Bidder.

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

are indicated for guidance of the Bidders. However, any of the specification alluded to the

specifications referred to in the Bill of Quantities and / or any other specifications from Vol.3

“Technical Specifications” which in the opinion of the Engineer are applicable for a particular

item is deemed to have been included in the scope of item and fully covered by the rates quoted for

the items. In case of any discrepancies between provisions stated in the description of individual

items and those covered by the technical specifications, the provisions in the description of item shall

have preference.

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

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

VOLUME-2 PRICE BID Page

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

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOLUME-2 PRICE BID Page

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

TENDER NOTICE NO. DMC/NEZ/30/2025-2026

Name of Work:- Construction Road work on Land Acquisition of Irrigation

Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service

Road passing through Dukhiya no Darbar Road to DFCC

Garanala Vai Dada Bhagwan Tri-mandir, with Pavement

Marking, Road Signages work within New East (sarthana) Zone

BOQ TO BE FILLED BY BIDDER (ONLINE)

Description of ITEM (WITH Unit AMOUNT

No Quantity OUT

1 Box cutting the road surface to proper

slop and camber for raod work including a

base for road work including removing the 0.00 109.41 CM

excavated stuff depositing on the road side

slop as directed up to 50.0 mt. Lead.

1 (A) Removing of Existing metalled grouted

road/Asphal Road surface upto base

course including stacking of material upto

lead of 50 mt. (Note : Removing of Existing

road shall be Carryout only by Cutter

Machine /Hydraulic Bracker)

1 (B) Providing cutting of exisiting bituminous

surface upto suitable depth in line and

alignment using Mechanically operator

cutter machine before excavating existing 0.00 51.00 R.M.

surface for utility laying including cost of

all type of machinery, fuel, labour, etc and

as per direction of Engineer Incharge .

VOLUME-2 PRICE BID Page

2 Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of

road and breaking the soil into pieces less 0.00 20.33 CM

than 20 mm etc.by the use of rotavator

and as directed by engineer in charge.

(200 mm compacted thickness)

3 Supplying Fly ash including collecting,

carting, stacking and spreading the same 0.00 572.00 MT

4 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 0.00 6952.00 MT

Harrowing or Rotavator, as the case may

be, including watering etc. complete as

directed by engineer in charge.

5 Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling in

depressions which occur during the

process as directed by engineer in charge.

6 Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of compacted thickness of

200 mm with specified graded stone metal

and sand mixed in pugmill and laid with

mechanical means spreading with motor 2750.00 1488.88 CM

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

with all leads and lifts etc., complete.

7 Providing and laying Wet Mix Macadam

with paver finisher in specified thickness,

each layer not exceeding 200 mm

compacted thickness including premixing

in WMM plant with well graded crushed

stone aggregate, with watering and

spreading by mechanical means to

required profile and compacting by

vibratory roller of minimum 80-100 kN

static weight to achieve desired density of

98% of MDD including all material, labour,

machinery with all leads and lifts etc.

8 Supplying and applying SS-I bitumen

emulsion confirming to IS 8887, for

application of prime coat over Wet Mix 17480.00 68.67 SM

Macadam at the rate of 0.85 kg per

9 Supplying and applying RS-I bitumen

emulsion confirming to IS 8887, for

application of Tack coat before application 17480.00 15.16 SM

of binder course at the rate of 0.27 kg. per

VOLUME-2 PRICE BID Page

10 Providing and laying DENSE GRADED

BITUMINOUS MACADAM 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

including cost of aggregate and filler (if

found required as per mix design)etc

complete (But excluding cost of providing

bitumen and applying tack coat emulsion.)

(a) @ 4.50% bitumen (excluding cost of

@ 4.50% bitumen (including cost of

(b) @ 4.00% bitumen (excluding cost of

@ 4.00% bitumen (including cost of

11 Supplying and applying RS-I bitumen

emulsion confirming to IS 8887, for

application of Tack coat before application 42700.00 14.24 SM

of wearing course at the rate of 0.25 kg.

per Sq. Meter area.

12 Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

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 including

cost of aggragate and filler (if found

required as per mix design) etc. complete

(including cost of providing bitumen and

applying tack coat emulsion)

(a) @ 5.40% bitumen (excluding cost of

@ 5.4% bitumen (including cost of

(b) @ 5.2% bitumen (excluding cost of

VOLUME-2 PRICE BID Page

@ 5.2% bitumen (including cost of

13 Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous surfaces 29000.00 2.47 SM

at the rate of 0.30 cmt. per 10 smt. as

directed by Engineer in charge.

13 A 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 cost (including cost 0.00 33.66 SM

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

13 B Bitumen painting (excluding cost of

14 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.

15 Picking of the bituminous surface using

JCB excavator or by any mechanical

means, cleaning and removal of loose and

unsuitable material on the road surface

including cost of fuel, oil,lubricant, labour

charges and disposal of loose unsuitable

material from site to the disposal site as

directed by Engineer in charge.

16 Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

cm. deep including stacking the useful

materials and disposing remaining stuff 0.00 42.76 SM

including loading and unloading and

carting the same within city limit as

directed by Engineer in charge.

17 Providing & supplying heavy duty I.S.I

mark RCC precast manhole frame with

cover at site as per design for circular

manhole complete.

VOLUME-2 PRICE BID Page

18 Providing and laying PLAIN CEMENT

CONCERETE M-200-(1:1.5:3)

(1cement, 1.5 coarse sand, 3 stone

Aggregate of 20mm nominal size) for

raising / lowering the existing

manhole cover (with frame) of drainage

water supply, sewer trap chamber, Gas

chamber, scrapper manhole frame &

cover and/or chambers of any utility

services upto the newly carpeted/re-

carpeted road surface including in C.M.

1:3 on both side etc. complete.

18 (A) Raising & Lowering up to 10 cm inlet

Chamber to the required level upto FRL of

DBM/BCIncluding all Materials, formwork

including removing existing Inlet Chamber

frame Cover and Fixing Existing Inlet 0.00 701.00 No.

Chamber frame Cover and Removing

Existing Material from Inlate Chamber

(Add or Deduct Rs. 568.00 per 0.10 mt

depth increase or decrease)

18 (B) Providing and fixing RCC pre cast Inlet

Chamber Cover of M-30 grade as per

Drawing and Specifications.

i size 750 mm x 600 mm 0.00 1661.00 No.

ii size 600 mm x 450 mm 0.00 722.00 No.

18 (C) Providing and fixing RCC pre cast Inlet

Chamber Frame of M-30 grade as per

Drawing and Specifications.

i size 750 mm x 600 mm 0.00 1038.00 No.

ii size 600 mm x 450 mm 0.00 529.00 No.

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

18(D) batch mix type hot mix plant including cost 0.00 3727.91 MT

of fuel, oil, lubricant and labour charges

tests required to be carriedout including

cost of aggregates and including cost of

SDBC(excluding cost of bitumen) 0.00 980.71 MT

Providing and filling Yellow soil/Mixed

soil with necessary dumping filling of the

trenches of each layer not exceeding

150mm depth of not including watering,

raming,consolidation,labour charge & tests

required to be carriedout etc., Complete

VOLUME-2 PRICE BID Page

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 250 mm

loose, breaking clods, dressing to the

required lines, curves, grades, watering to

OMC and compacting to 97% modified

Proctor density with vibratory rollers

having minimum 80 - 100 KN staticweight

including all lobour, equipments charges &

tests required to be carriedout with all

leads and lifts etc. complete.

Providing & Filling Rubbles including

hand packing & filling interstics with

Quarry Spalls complete for all leads and

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

18 (H) every 1m interval and properly packed with 0.00 1541.26 CM

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 all lead lift.

19 Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading unloading in

suitable tanks/drums etc. Complete

(without octroi charge applicable from time

[1] From Koyali refinery 0.00 918.96 MT

[2] From Vapi 0.00 755.34 MT

[3] From Mumbai 0.00 1426.54 MT

[4] From Hazira 0.00 265.84 MT

Total....Part-I

20 Footpath & Kerb and Divider

VOLUME-2 PRICE BID Page

20.1 Excavating the road surface upto required

depth including removing the excavated

materials and depositing on the road side 0.00 109.41 CM

upto 50 mt. lead etc. complete and as

directed by Engineer-In-Charge.

20.2 Dismentling of structures of roadways,

including disposal of unserviceable

material free of cost in permanent work as

directed by the Engineer with all leads and

lift etc. complete.

(A) R.C.C. Pardi 0.00 1110.75 C.M.

(B) Removing existing Kotah Stone 0.00 50.11 S.M.

(C) Brick / Stone Masonary 0.00 577.92 C.M.

(D) Plain Concrete 0.00 639.72 C.M.

(E) Bituminious Pavement 0.00 288.65 C.M.

(F) Non Bituminious Pavement 0.00 155.25 C.M.

20.3 Preparation of subgrade with compacting.

levelling and consolidation of subgrade

with miniroller/plate vibrator machine

including watering and filling in depression

which occur during the process as directed

by Engineer-In-Charge.

20.4 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 0.00 2606.92 CM

of form work and reinforcement for

reinforced concrete in vertical and

horizontal fins upto floor two.

20.5 Supplying and filling fine sand (Pana) in

25/75 mm (Avg.) compacted thickness

over the base including necessary

compaction, watering etc. complete. item 0.00 480.00 CM

includes levelling by using vibratary plates

compacted machine and as directed by

Engineer-in-charge.

20.6 Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x 380 mm)

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

block manufacturer and setting in line,

level and in truly vertical position, including

filling joints 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 etc.

complete and as directed by Engineer-in-

For regular edge of footpath 0.00 228.00 RM

For roundling at the edge of footpath (For

fanning portion)

VOLUME-2 PRICE BID Page

20.7 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 vibratory plates compacted

machine. Item also includes all material

colour, equipments, tools, plants, watering,

cleaning etc. complete.

With Colour 0.00 524.00 SM

Without Colour 0.00 524.00 SM

(A) With Colour (produced by C&D waste) 0.00 408.50 SM

(B) Without Colour (produced by C&D waste) 0.00 376.25 SM

20.8 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 : 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 directed by Engineer-in-charge.

Size : 1' x 1'(40 to 50 mm thick) 0.00 125.88 RM

Providing and fixing in position readymade

cement concrete Water Drain Slab (

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

labour, material, testing charge etc. 0.00 189.00 R.M.

complete as per details in tender

specification & as directed by engineer in

20.8 Readymade water drain channel

20.9 Supplying and fixing RCC collors (300 mm

dia) for tree plantation including all taxes, 0.00 60.00 NOS.

carting, loading, unloading etc. complete.

(A) Tree guard ID

500mm,800*800*75mm(type D)(set 4)

20.10 Providing and applying two coats of

synthetic enamem paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

20.11 Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

stacking of serviceable material carting at 0.00 50.11 SM

SMC store disposal of unserviceable

material with all lead and lift.

VOLUME-2 PRICE BID Page

20.12 Removing and resetting 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,

Part of coarse sand) with sufficient

ramming, consolidation, Providing joints in 0.00 63.89 RM

C.M. 1:3 (1 Cement : 3 Coarse sand) and

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

Coarse sand) including watering etc.

complete ans as directed by Engineer-in-

Removing and resetting Existing paver

block, including all watering leveling,

20.12 cleaning, labour & Equipments chagres

(A) etc. complete as per details in tender

specification & as directed by engineer in

20.12 Removing & Restarting existing ready

(B) made C.C.Kerb of strength of required size

& thickness in inlet, level and truly vertical

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

(1part of cement 1part of coarse sand)

smooth pointing in C.M.1:1

20.13 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

directed at the cost of contractor.

20.14 Providing and laying cement concrete

cost-in-situ/Precast kerb in M-20 grade as

per drawing and as directed by Engineer

with all leads, lifts etc. complete.

( i ) 775mm high M-20 grade cost-in-situ

kerbs for Median as per drawing and as 0.00 1091.00 RM

directed by Engineer in-charge.

( ii ) 0.15 (th.) *0.30(l)* 0.48(Ht.) mt. in size

M-20 grade pre cast Kerbs for Fixing as

per drawing purchsed from SMC's 0.00 380.00 RM

approved manufactures and as directed by

Engineer with all leads, lifts etc. complete.

Providing and laying in position to the

required level and grades NP 3 class RCC

20.15 pipes of 600 mm dia including providing 0.00 2460.60 RM

collars, filling the joints with CM including

all leads and lifts etc. complete.

Providing & Constructing manhole-

machinehole as per type&design with

necessary excavation, p.c.c. in

1:4:8,benching in 1:2:4 , brick masonary in

C.M. 1:4, 12 mm th.inside plaster in C.M.

1:3, Prov. & fixing r.c.c. mh. frame &cover

in c.c. 1:2:4, & 150 mm th.R.C.C. slab in

1:1.5:3 including Prov. fixing

VOLUME-2 PRICE BID Page

polypropelene Steps etc.comp.

"A" TYPE manhole-machineholeSewer

size : up to 600 mm dia., ChamberSize :

(A) 1200 mm x 1000 mmShallow manhole- 0.00 23690.00 Nos.

machinehole depth up to 2.5 mt.Rate For

Add. or ded. per every 10 cm increase or

decrease in depth

"B1" TYPE manhole-machinehole

Sewer size : up to 1000 mm dia.

Shallow manhole-machinehole depth up to

Rate For 2.5 mt Depth

Add. or ded. per every 10 cm increase or

decrease in depth

20.17 (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

traffic, removing milled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead) including

loading and unloading, all leads and lift,

fuel, lubricant charges etc complete

20.18 Milling the existing bituminous pavement

for a depth more than 50 mm but up to

mm by milling machine in a single cutting

depth to make a uniform surface without

disturbing the base including diversion of

traffic, removing milled materials and

disposal of milled material to an approved

dumping yard (within 12 km lead) including

loading and unloading, all leads and lift,

fuel, lubricant charges etc complete.

20.19 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

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

VOLUME-2 PRICE BID Page

leads 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 a single

cutting depth to make a uniform surface

without disturbing the base including

20.20 diversion of traffic, removing milled

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

(AA) 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 leads and lift,

fuel, lubricant charges etc complete.

Total....Part-II

21 Pavement Marking & cat eye

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21.1 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

a For Edge line marking of 15cm width 0.00 367.72 SM

b For Center Line marking of 10cm width 0.00 367.72 SM

c For pedestrian markigns at junctions (Zebra

d For pedestrian markigns at junctions (STOP

e Letter markigns at junctions 0.00 367.72 SM

f Direction arrow markigns at junctions 0.00 367.72 SM

g For lane line marking of 15cm width 0.00 367.72 SM

21.2 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

mm and with minimum reflective area of 13 0.00 217.40 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)

Total....Part-III

22 Road signages

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22.1 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 2.00 3906.19 Nos.

angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

required; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. The

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

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

excavation, curing etc. complete under the

supervision of engineer in charge. (B) High

Intensity Grade.

22.2 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.

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22.3 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

frame fabricated from suitable size iron 2.00 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.

22.4 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 2.00 21287.51 Nos.

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

75 x 75 x 6 mm as required; painted with

best quality epoxy coatings in black and

white bends. The details of symbol or

inscription / numerals for each board shall be

as per the instruction of engineer in charge.

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

of size 45 x 45 x 60 Cms. for each

leg.including excavation, curing etc.

complete under the supervision of engineer

in charge. (B) High Intensity Grade.

VOLUME-2 PRICE BID Page

22.5 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 black epoxy powder coating and 6.00 3729.97 Nos.

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.

Total....Part-IV

23 TRAFFIC SAFETY ,TRAFFIC CONTROL

23.1 Providing and installing barricades including

(a) supplying, paiting with flourscent paint/white

paint and fixing CGI sheet 24 SWG of

mt. height and M.S. angle of 40x40x5 mm at

2.5 mt. c/c and dismentalling the same after

completion of work and allowing for

movement of traffic as per drawing and as

per instruction from engineer in charge

23.1 Reuse of the above barricades in item

(b) (a) for traffic safety purpose without 0.00 28.32 SM

procuring new barricades.

23.2 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

m from the edge of the carriageway in case 0.00 1800.00 Nos.

of un-kerbed roads, the bottom edge of the

lowest sign plate to be not less than 2 m

above the road level, fixed on 60 mm x

mm x 6 mm angle iron post, founded and

installed as per approved design and

drawings, removed and disposed of after

completion of construction work, all as per

IRC:SP:55-2001.

23.3 Provision of metal drum/empty bitumen

drum,delineator, 300 mm in diameter,

mm high, filled with earth for stability,

painted in circumferential strips of alternate 2.00 286.00 Nos.

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

VOLUME-2 PRICE BID Page

23.4 Carrying out level survey of road for road

profile at minimum 15 mt. class interval with

chainage markings on site including c/s and 0.00 8800.00 Km

l/s and marking centre line of roads as per

instruction of engineer in charge.

23.5 Supplying and fixing the necessary blinkers,

delineators, trafic cones, etc as per site

requirement and as directed by engineer in

Delineators 1.00 850.00 Nos.

Traffic cones, Etc. 1.00 501.00 Nos.

Blinkers 0.00 3850.00 Nos.

Total....Part-V

24 PROTECTIVE WORKS

24.1 Excavation for foundation includ.sorting out

& stacking of useful materials & disposing of

the excavated stuff upto 50 mt. Lead & all

lift, watering etc. Comp. (A) Loose or Soft

soil Executed With Mechanised Efforts /

Protection Retaining Wall RHS 258.50 123.13 CM

Protection Retaining Wall LHS 258.50 123.13 CM

24.2 Providing and casting in situ C.C. in grade

M-15 (approx, corresp to prop 1:2:4)

(proportions as per mix design or as per

table 9 of IS:456-2000 in masses by weigh

batching) using granite, quartzite trap metal

of size 6 mm to 20 mm for RCC work,

including scaffolding centering, form work,

needle vibrated consolidation, curing comp.

up to 6 meter depth or height (excluding cost

of reinforcement and neat finishing) with

centering and shuttering / deshuttering etc.

comp. for structure for other than water

B) Footing for column or foundation (With

Protection Retaining Wall RHS 35.25 4906.00 CM

Protection Retaining Wall LHS 35.25 4906.00 CM

VOLUME-2 PRICE BID Page

24.3 Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of compacted thickness of

mm 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

with all leads and lifts etc., complete.

Protection Retaining Wall RHS 35.25 1488.88 CM

Protection Retaining Wall LHS 35.25 1488.88 CM

24.4 Providing and cast in situ C.C. in grade M-30

proportions of ingredients as per mix design

by weigh batching using granite, quartzite

trap metal of size 12 mm to 20 mm and or

mm to 12 mm including scaffolding

centering, form work, needle vibrated

consolidation, curing and hydraulic testing

etc. complete. (excluding cost of

reinforcement) with centering and shuttering

/ deshuttering etc. comp. up to 6 meter

height / depth Av. G.L. for all water retaining

B) Flat bottom slab/floor slab/slab (with

Protection Retaining Wall RHS 44 8213.00 CM

Protection Retaining Wall LHS 44 8213.00 CM

D) Vertical wall ( above 25 cm)

Protection Retaining Wall RHS 50 8083.00 CM

Protection Retaining Wall LHS 50 8083.00 CM

24.5 Providing & fixing IS Mark TMT Bar FE -

500D reinforcement for R.C.C. work incl.

bending, binding & placing in position

Protection Retaining Wall RHS 4000 76.21 Kg/CM

Protection Retaining Wall LHS 3750 76.21 Kg/CM

Total....Part-VI

Grand Total of..Part I to VI

Grand Total of..Part I to VI

SIGNATURE OF THE CONTRACTOR

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.

VOLUME-2 PRICE BID Page

SURAT MUNICIPAL CORPORATION

NEW EAST (SARTHANA) ZONE

NAME OF WORK :- Construction Road work on Land Acquisition of Irrigation

Department 18.00 Mt. (Both side 9.00 Mt.) Wide Canal Service Road

passing through Dukhiya no Darbar Road to DFCC Garanala Vai Dada

Bhagwan Tri-mandir, with Pavement Marking, Road Signages work

within New East (sarthana) Zone Area.

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

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

accordance in all respects with the specification, design and instructions in writing as per the

terms and conditions specified in the bid document including Schedule A & B.

SIGNATURE OF THE BIDDER.

EXECUTIVE ENGINEER

NEW EAST (SARTHANA) ZONE

SURAT MUNICIPAL CORPORATION.

VOLUME-2 PRICE BID Page