Construction of Cement concrete pavement & Flexible pavement including construction of divider, providing & laying & fixing of pavement -markings., road stud, road signages with other traffic satety measures for 24.00mt wide T.P.Road from Golden Palace to S.M.C District Center(F.P.No.33 to F.P.No.37) in T.P.Scheme No.47(Bhestan) in South Zone-A(Udhana),Surat. [Work no.03].

Name of Work:- Construction of Cement concrete pavement &

Flexible pavement including construction of

divider, providing & laying & fixing of

pavement -markings.,

markings., road stud, road

signages with other traffic satety measures for

24.00mt wide T.P.Road from Golden Palace

to S.M.C District Center(F.P.No.33 to

F.P.No.37) in T.P.Scheme No.47(Bhestan) in

Zone-A(Udhana),Surat. [Work no.03

Uploading of tender documents 21/01/2026

Last date of Document 20/02/2026 UP TO 18.00 Hrs.

Last date of Online bid 20/02/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 30/01/2026

NO PRE BID MEETING (Bidder

Bidder shall have to post there

Pre bid Meeting queries on E mail address [email protected] on or

before 30/01/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 27/02/2026, 18.00 Hrs. at the office of “Chief

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

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

with name of work and tender notice no.

Opening of Technical bid Dt.21/02/2026 (Probable date) after 11:00 hrs in the office

(Online) of R.D.D.,Muglisara, Surat Muncipal Corporation.

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-A(UDHANA)

Name of Work:- Construction of Cement concrete pavement

& Flexible pavement including construction

of divider, providing & laying & fixing of

pavement -markings., road stud, road

signages with other traffic satety measures

for 24.00mt wide T.P.Road from Golden

Palace to S.M.C District Center(F.P.No.33 to

F.P.No.37) in T.P.Scheme No.47(Bhestan) in

South Zone-A(Udhana),Surat. [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-A(UDHANA)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOL II PRICE BID SMC

Name of the Work: Construction of Cement concrete pavement &

Flexible pavement including construction of divider, providing & laying &

fixing of pavement -markings., road stud, road signages with other traffic

satety measures for 24.00mt wide T.P.Road from Golden Palace to S.M.C

District Center(F.P.No.33 to F.P.No.37) in T.P.Scheme No.47(Bhestan) in

South Zone-A(Udhana),Surat. [Work no.03].

SHORT DESCRIPTION ESTIMATED COST (Rs.)

Section- 1: SITE CLEARANCE

Section-2 :Milling Work

Section-3: Cement Concrete Pavement

Section-4: Flexible Pavement

Section-5: Footpath

Section-6: Traffic signs, marking and other appurtenances

Section-7: Drainage and Protection Work, Utility Crossing

Section-8 :Hydraulic lines

Total of Part 1 to 8

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

TENDER NOTICE NO.DMC/SZ-A/16/2025-26 (Work no.03)

Name of work: Construction of Cement concrete pavement & Flexible pavement including construction

of divider, providing & laying & fixing of pavement -markings., road stud, road

signages with other traffic satety measures for 24.00mt wide T.P.Road from Golden

Palace to S.M.C District Center(F.P.No.33 to F.P.No.37) in T.P.Scheme

No.47(Bhestan) in South Zone-A(Udhana),Surat. [Work no.03].

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction of Cement concrete pavement 9-67

& Flexible pavement including construction of divider,

providing & laying& fixing of pavement -markings., road

stud, road signages with other traffic safety measures in

T.P.S.No.1 (Udhana-Majura) from 64 Jognimata temple to

Rayka circle (F.P.No.133 to F.P.No.79) in South Zone-A

(Udhana) (2nd Attempt) [Work no.02].

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction of Cement concrete pavement & Flexible pavement including

construction of divider, providing & laying & fixing of pavement -markings.,

road stud, road signages with other traffic satety measures for 24.00mt wide

T.P.Road from Golden Palace to S.M.C District Center(F.P.No.33 to F.P.No.37)

in T.P.Scheme No.47(Bhestan) in South Zone-A(Udhana),Surat. [Work no.03].

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. Where no items are provided, the cost

shall be deemed to be distributed among the rates and prices entered for the related

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

(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

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

VOL II PRICE BID SMC

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.

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 : Number (s)

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

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

M3 or Cum or cu.m : Cubic metre

CC. or c or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or : Metric Tonne

VOL II PRICE BID SMC

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MoRT&H : Specifications for Road and Bridge Works (last

Specification(s) 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-A[UDHANA]

SURAT MUNICIPAL CORPORATION

VOL II PRICE BID SMC

VOL II PRICE BID SMC

Item No. Item Description Qty. Construction Unit Amount

Section – 1 Site Clearance

1.01 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

(A) Brick / Stone Masonary

(B) Plain Concrete

(C) Rainforced Concrete

(D) Bituminious Pavement

(E) Non Bituminious Pavement

1.02 Cutting of Trees including Cutting of

Trunks, Branches and removal and

stacking of serviceable material with

lifts, depositing to the concerned

authority and all lead as directed by

Engineer-in-Charge.(Excluding

stumps removal)

i Girth from 300 mm to 600 mm 393.90 NOS

ii Girth from 600 mm to 900 mm 525.20 NOS

iii Girth from 900 mm to 1800 mm 1,050.40 NOS

iv Girth above 1800 mm 1,444.30 NOS

1.03 Removal of Tree Stumps and Roots,

stacking and filling of pits complete

as per Technical Specifications

Clause 201 (cutting of trees by others

unless otherwise directed by the

i Girth from 300 mm to 600 mm 393.90 NOS

ii Girth from 600 mm to 900 mm 525.20 NOS

iii Girth from 900 mm to 1800 mm 1,050.40 NOS

iv Girth above 1800 mm 1,444.30 NOS

VOL II PRICE BID SMC

1.04 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 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.

1.05 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 75.00 124.72 SQM

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.

1.06 Reuse of the above barricades in

item 1.05 for traffic safety purpose 75.00 28.32 SQM

without procuring new barricades.

1.07 Providing and installation of

barricades including supplying,

paiting with flourscent pain and

fixing 1.25mm th.M.S.CRC Plates

with MS Channel ISMC 100 x 50 mm

of 1.8m height and M.S. angle 50 x

x 5 mm at 2.5m c/c shifting same as -

per requirement during construction

period and dismantling the same

after completion of work as directed

by Engineer and as per site

1.08 Providing, fixing and maintaining

the blinker at site during

construction period as directed by 5.00 3,850.00 NOS

engineer and as per site

1.09 Provision of metal drum/empty 5.00 286.00 NOS

VOL II PRICE BID SMC

bitumen drum delineator, 300 mm in

diameter, 800 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 IRC:SP:55-

Permanent Type Barricade in

Construction Zone -

1.10 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.

Total Of Section – 1

Section -2 : Milling Work

2.01 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

km lead) including loading and

unloading, all leads and lift, fuel,

lubricant charges etc complete.

2.02 Milling the existing bituminous

pavement for a depth more than

mm but up to 100 mm by milling

machine in a single cutting depth to

make a uniform surface without

disturbing the base including

diversion of traffic, removing milled

materials and disposal of milled

material to an approved dumping

yard (within 12 km lead) including

loading and unloading, all leads and

lift, fuel, lubricant charges etc

VOL II PRICE BID SMC

2.03 Milling the existing bituminous

pavement for a depth more than

mm but up to 200 mm by milling

machine in double cutting depth to

make a uniform surface without

disturbing the base including

diversion of traffic, removing milled

materials and disposal of milled

material to an approved dumping

yard (within 12 km lead) including

loading and unloading, all leads and

lift, fuel, lubricant charges etc

2.04 Milling the existing bituminous

pavement for a depth more than

mm but up to 300 mm by milling

machine in double cutting depth to

make a uniform surface without

disturbing the base including

diversion of traffic, removing milled

materials and disposal of milled

material to an approved dumping

yard (within 12 km lead) including

loading and unloading, all leads and

lift, fuel, lubricant charges etc

2.05 Milling the existing concrete

pavement for a depth upto 50mm

depth by milling machine including 0.00 176.38 SQM -

diversion of traffic, removing milled

materials and disposal of milled

VOL II PRICE BID SMC

material to an approved dumping

yard (within 12 km lead) including

loading and unloading, all leads and

lift, fuel, lubricant charges etc

Total Of Section – 2 -

Section-3 : Cement Concrete Pavement

3.01 Earth work in excavation in all types

of strata other than rock for drains

and channels etc., including dressing

of bottom and sides of trenches,

stacking the excavated soil, clear

from the eadge of excavation

including backfilling the and

disposal of surplus soil as directed

by the engineer with all leads and

lifts etc. complete.

3.02 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 than 20 mm etc.

by the use of rotavator and as

directed by engineer incharge. (200

mm compacted thickness)

3.03 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 incharge.

3.04 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.,

3.05 Earth work in embankment for

subgrade and shoulders by using

mechanical means with approved

material AS HARD

MURRUM/QUARRY SPALL having

4 days soaked CBR equal to or more

than 8%, laying in layers not 3,352.00 1,090.03 CUM

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

VOL II PRICE BID SMC

staticweight including all lobour,

equipments charges & tests required

to be carriedout with all leads and

lifts etc. complete.

3.06 Providing and laying Granular Sub

Base (drainage layer) conforming to

grading V of Table 400-1 of each

layer not exceeding 200mm

thickmess and compacted thickness

as per design & drawing with

specified graded stone metal and

sand mixed in pugmill and laid with

mechanical means spreading with

motor grader and compacting with 1,341.00 1,456.67 CUM

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.

3.07 Providing and laying Dry Lean

Concrete sub base including

providing coarse and fine aggregate

to the specified gradation using

minimum cement content

kg/cum of concrete with OPC

grade cement, mixing of concrete as

per approved design mix using

mechanized batch mix plant of

appropriate capacity, transporting

and laying with self propelled paver

with electronic sensor device and

compacting with vibratory roller of

minimum 80-100KN static weight to

give desired compacted density and

average compressive strength of

10MPa at 7 days and curing with

liquid curing compound and

sprinkling water and covering with

moist hessian or ponding of water

for 7 days including providing

construction joints, including all

material, labour, machinery with all

leads and lifts etc. complete

3.08 Providing and laying Pavement

Quality Concrete of M 40 grade

including providing 125 micron 1,606.00 6,923.00 CUM

thick impermeable plastic sheet

membrane over the surface to be

VOL II PRICE BID SMC

covered, coarse and fine aggregates

of specified gradation (Table

specification) Portland pozzolana

cement (PPC 53) conforming to (IS:

1489 – Part 1) @ 400 kg (minimum)

per cum, approved admixture and

adding Recron 3S or BS EN 14889- 2:

2006, class lamicrofibers @

gm/cu.mt by volume of fibers

confirming to IRC SP 046-2013

cementatious material mixing in

fully automatic concrete batching

plant of appropriate capacity & with

computerized controls, as per the

design mix to the specified

workability, transporting the mix

with dumpers or transit mixers and

laying with self propelled slip form

paving train of required capacity

having electronic sensor device,

curing with approved resin based

aluminized reflective curing

compound and covering with moist

hessian and ponding and sprinkling

of water for a minimum period of

days and including auto setup of

dowel bars and tie bars inserted with

paving machine, tie bars, approved

liquid seals of silicone Sealant for

joint filling and sealing all types of

joints and finishing to the desired

surface texture including all

material, labour, machinery,

formwork with all leads and lifts etc.

3.09 Providing & fixing IS Mark TMT Bar

FE 500D reinforcement for R.C.C.

workincl. bending, binding & 0.00 76.21 kg -

placing in position etc. comp. Upto

3.10 Providing and fixing in the

carriageway interlocking

concretepaver unishape(monolithic

single layer precast concrete block)

of any specified colour/size & shape,

with approved pattern etc. of 100 504.00 965.00 SM

mm thick having average crushing

strength of 50 n/mm2 on average

thickness of 45 mm uniformaly

graded river sand cushioning with

properly compacted with mechanical

VOL II PRICE BID SMC

compector with required level, grade

and camber etc. complete as directed

by engineer-In-charge.(excluding

3.11 Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted

thickness over the base including

necessary compaction, watering etc.

complete. item includes levelling by

using mini rollar/plat vibrator

machine and as per details in tender

specification & as directed by

engineer in charge.

3.12 Cutting of Groove 5 to 7 mm thick in

CC for depth 1/3 of total thickness

with filling of epoxy sealent as

directed by engineer in charge

Total Of Section – 3

Section-4 : Flexible Pavement

4.01 Box cutting the road surface to

proper slop and camber for raod

work including a base for road work

including removing the excavated

stuff depositing on the road side slop

as directed up to 50.0 mt. Lead.

4.02 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 than 20 mm etc.

by the use of rotavator and as

directed by engineer incharge. (200

mm compacted thickness)

4.03 Supplying Fly ash including

collecting, carting, stacking and

spreading the same as per details in 147.00 553.00 MT

tender specification & as directed by

engineer in charge.

4.04 Supplying and carting of Hydrated

lime (CaO content not less than 70%)

and spreading the same with the

excavated soil and flyash thoroughly

by Disc Harrowing Rotavator or as

the case may be, including

watering,Tests required to be carried

out etc. complete as per details in

tender specification & as directed by

engineer in charge.

4.05 Rolling and compaction of Subgrade

with 8 T. vibratory roller and filling

VOL II PRICE BID SMC

in depressions which occur during

the process as per details in tender

specification & as directed by

engineer incharge.

4.06 Earth work in embankment for

subgrade and shoulders by using

mechanical means with approved

material AS HARD

MURRUM/QUARRY SPALL having

4 days soaked CBR equal to or more

than 8%, laying in layers not

exceeding 250 mm loose, breaking

clods, dressing to the required lines, 0.00 1,090.03 CUM -

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.

4.07 Providing and laying Granular Sub

Base (drainage layer) conforming to

grading V of Table 400-1 of each

layer not exceeding 200mm

thickmess and compacted thickness

as per design & drawing with

specified graded stone metal and

sand mixed in pugmill and laid with

mechanical means spreading with

motor grader and compacting with 441.00 1,456.67 CUM

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.

4.08 Providing and laying Wet Mix

Macadam with paver finisher in

specified thickness, each layer not

exceeding 150 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

VOL II PRICE BID SMC

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.

4.09 Providing and laying DENSE

GRADED BITUMINOUS

MACADAM (DBM) asper

gradationand 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 totalmix as

binder by batchmix typehotmix

plant and laying by sensor paver

finisher including consolidation by

rollers as specified including

providing and operating plant,

sensor paver and machinery, cost of

fuel, oil lubricant and labour

charges, tests requied to be

carriedout including cost of

aggregate and filler (if found

required as per mix

design)etccomplete (including cost

of providing bitumen )

(A) 4.50% bitumen (Including cost of

(B) 4.00 % bitumen (including cost of

4.10 Providing and laying 25mm to

50mm thick compacted

BITUMINOUS CONCRETE (BC)

using aggregates as per gradation

and percentage of bitumen for

mixing shall be as arrived from mix

design, provided in no case bitumen

percentage shall be less than 5.2%

for Grade I and 5.4% for Grade II by

Wt. of total mix as binder by batch

mix type hot mix plant and laying by

sensor paver finisher including

consolidation by rollers as specified

including providing and operating

plant, sensor paver and machinery,

cost of fuel, oil, lubricant and labour

charges, tests requied to be

carriedout including cost of

aggragate and filler (if found

required as per mix design) etc.

complete (including cost of

providing bitumen )

VOL II PRICE BID SMC

A @ 5.4 % bitumen (including cost of

B @ 5.2 % bitumen (including cost of

4.11 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 2,940.00 11.77 SQM

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.

4.12 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 2,940.00 12.50 SQM

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.

4.13 Supplying and applying Slow

Setting-1 (SS-I) bitumen emulsion

confirming to IS 8887, for application

of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per

Sq.Meter area, including all

materials, labour, machinery,test

with all leads and lifts etc., complete

as per details in tender specification

& as directed by engineer in charge.

4.14 Collecting, carting and stacking

Stone Dust on road side as directed

and flushing the same on

Bituminous surfaces at the rate of 2940.00 2.41 SQM

0.30 C.M. per 10 smt. as per details in

tender specification & as directed by

engineer in charge.

4.15 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 0.00 3.35 SQM -

finally fanning the cleaned surface

with gunny bags to remove all loose

dirt etc. including carting of

excavated stuff from site.including

VOL II PRICE BID SMC

all lobour& equipment.

4.16 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

4.17 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 unloading and carting the same

within city limit as directed by

Engineer in charge.

4.18 Carting and Conveying of Bitumen

from refinery/any depth of oil

companies in Surat including

loading unloading in suitable

tanks/drums etc. complete (without

octroi charge applicable from time to

[1] From Koyali and Savlirefinery

[2] From Vapi 0.00 757.18 MT -

[3] From Mumbai 0.00 1,438.73 MT -

[4] From Hazira 0.00 262.68 MT -

Total Of Section – 4

Section 5: Footpath

5.01 Earth work in excavation in all types

of strata other than rock for drains

and channels etc., including dressing

of bottom and sides of trenches,

stacking the excavated soil, clear

from the eadge of excavation

including backfilling the and

disposal of surplus soil as directed

by the engineer with all leads and

lifts etc. complete.

5.02 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.

(b) R.C.C Bottom (70 %) 7.00 1,057.85 CUM

5.03 Preparation of subgrade with 0.00 4.98 SQM -

VOL II PRICE BID SMC

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 charge.

5.04 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 0.00 1,616.91 CUM -

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, test with all leads and

lifts etc.,complete as per details in

tender specification & as directed by

engineer in charge.

5.05 Providing and laying cement

concrete 1:5:10 (1 cement : 5 coarse

sand : 10 graded stone aggregate of

20 mm nominal size) and curing

complete excluding cost of form

work and reinforcement for 36.00 2,517.44 CUM

reinforced concrete in vertical and

horizontal fins upto floor

two.includinglabour,machinery,

equipments required to execute this

item etc. complete.

5.06 Supplying and filling fine sand

(Pana/Stone Dust/Crush sand) in

25/75 mm (Avg.) compacted

thickness over the base including

necessary compaction, watering etc.

complete. item includes levelling by

using mini rollar/plat vibrator

machine and as per details in tender

specification & as directed by

engineer in charge.

5.07 Excavation for 27 cm wide and 25 cm

deep Gishi in AshpaltBitumeneous

road for erection of concrete wall as

a road devider and removal of all

VOL II PRICE BID SMC

excavated materials / asphalts etc.

from the site as per details in tender

specification & as directed by

engineer in charge at the cost of

5.08 Providing interlocking type rubber

moulded cement concrete paver

block of approved shape, design &

colour having 60 mm thickness (M-

35) purchased from SMC's approved

paver block manufacturer only &

fixing on fine sand bedding. Item

includes leveling by using vibratory

plates compacted machine. Item also

includes all materials, labour,

equipments, tools, plants, watering,

cleaning etc. complete

With Colour 16.66 % 79.00 524.00 SQM

Without Colour 83.34 % 393.00 524.00 SQM

5.09 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 : 1'0" x 1'0" (40 to 50 mm Thick) 0.00 120.59 RMT -

5.10 Providing and fixing C.C.M-20 grade

pre-cast Vacumm pressed finished

surface kerb stones of approved

design including the cost of form

work and mould (as directed by

engineer incharge),curing

etc.complete.The rate shall also

include for erecting and fixing the

pieces in position with necessary

equipments and materials and

include the flush pointing in CM(1:2)

for all joints of the kerb stones.

(Sample must be approved)

(A) 600(L)*300(H)*125(Thick) precast

vacumm press kerb stone

(B) 300(L)*480(H)*150(Thick) precast

vacumm press kerb stone

(C) 600(L)*450(H)*125(Thick) precast 0.00 539.00 RMT -

VOL II PRICE BID SMC

vacumm press kerb stone

5.11 Providing and laying/fixing cement

concrete cast-in situ/Precast kerb in

M-20 grade as per drawing and as

per details in tender specification,

Purchsed from SMC's approved

manufactures list. 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). including all

leads, lifts, loding&unloding,

watering, labour, tests required to be

carried out, machinery, equipments

required to execute this item etc.

complete. (H- Height, W-width, t-

Size in mm (H 775 X W 300 X T190)

providing 100 mm thick readymade

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

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

approved paver block manufracture

and setting in line, level and in truly

vertical position, including filling

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

part of cement 1 parth of coarse

5.12 sand) smooth pointing in C.M. 1:1 (1

part of cement 1 parth 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.

I For regular edge of footpath 1344.00 228.00 RMT

For roundling at the edge of footpath

(For fanning portion)

5.13 Providing and laying cement

concrete 1:3:6 (1cement: 3 coarse

sand : 6 crushed stone aggregates

20mm nominal size) and curing 0.00 3,005.75 CUM -

complete including cost of form

work in base of kerb stones, bollards

5.14 Providing and applying two coats of 538.00 90.00 SQM

VOL II PRICE BID SMC

synthetic enamel paint including

primer to kerb as per technical

specifications and as directed by

Engineer-in-charge.

5.15 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.,

5.16 Providing and fixing in position

readymade cement concrete Water

Drain Channel ( 300 x 300 x 100 mm )

M-30 Grade with all labour, material, 0.00 408.00 RMT -

testing charge etc. complete as per

details in tender specification & as

directed by engineer in charge.

5.17 Providing core in Kerb of 160mm

dia. in kerb as per direction of 0.00 250.00 RMT -

engineer incharge.

5.18 Tree Grade

Supplying and fixing (RCC 350mm X

350mm X40mm) Parts with Tera 0.00 350.00 NOS -

Cota Colour (Tree Grade)

Supplying and fixing (RCC 500mm X

500mm X80mm) Parts with Tera 0.00 450.00 NOS -

Cota Colour (Tree Grade)

Supplying and fixing (RCC 750mm X

750mm X80mm) Parts with Tera 0.00 950.00 NOS -

Cota Colour (Tree Grade)

Supplying and fixing (RCC 900mm X

900mm X 80mm) Parts with Tera 0.00 1,400.00 NOS -

Cota Colour (Tree Grade)

5.19 Providing & laying cement concrete

1:1.5:3 (1 cement:1.5 sand:3 graded

stone agg. 20 mm nominal size)&

curing comp. Includ.cost of form

work but exclu. Cost of

reinforcement for reinforced concrete

work in : (A) Foundation, footing,

Base of columns and Mass concrete.

5.20 Providing & fixing M.S.Grills of

required pattern to wooden frames

of windows etc. At all floor levels

with M.S. flats at required spacing &

frame around square or round bars 0.00 104.20 KG -

with round headed bolts & round

headed bolts and nuts or by screws

incl. Priming coat of Red lead paint

etc. comp. (A) Plain grill For all

VOL II PRICE BID SMC

5.21 Painting two coat (excluding

priming coat) on new steel and other

metal surface with synthetic enemal

paint, burshing to give an even 0.00 65.31 SQM -

shade including cleaning the surface

of all dirt, dust and other foreign

5.22 Supplying and fixing RCC collar

(300 mm dia) for tree plantation

including all taxes, carting, loading,

unloading etc. complete.with all 0.00 60.00 NOS -

labour, material 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)

Total Of Section – 5

Section 6: TRAFFIC SIGNS, MARKING AND OTHER APPURTENANCES

6.01 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.

For Edge line marking of 15cm

For Center Line marking of 10cm

For pedestrian markigns at junctions

(Zebra Crossing)

For pedestrian markigns at junctions

E Letter markigns at junctions 0.00 367.72 SQM -

Direction arrow markigns at

G For lane line marking of 15cm width 0.00 367.72 SQM -

6.02 Cautionary Warning Sign :-

Providing and fixing sign boards

made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite

Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of 3.00 3,906.19 NOS

IRC-67-2012. Pre treated with

phospheting process & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint ; reflectorised with High

VOL II PRICE BID SMC

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol for each

board shall be as per the instruction

of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg

including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty for

7 years for the Retro reflective

sheeting from original manufacturer

& a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall

be submitted by contractor. (B)

Class-B Type-4 Retro Reflective

6.03 Facility InformatorySign :- Providing

and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size

80 x 60 cms. rectangular as per

design of IRC-67-2012. Pre treated

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol for each

board shall be as per the instruction

of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg

including excavation, curing

VOL II PRICE BID SMC

etc.complete under the supervision

of engineer in charge. A warranty for

7 years for the Retro reflective

sheeting from original manufacturer

& a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall

be submitted by contractor. (B)

Class-B Type-4 Retro Reflective

6.04 Regulatory / Mandatory Sign :-

Providing and fixing sign boards

made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite

Panel); size 60 cms. Dia Circle as per

design of IRC-67-2012. Pre treated

with phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality

epoxy coatings in black and white

bends. The details of symbol for each

board shall be as per the instruction

of engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof size

45 x 45 x 60 Cms. for each leg

including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty for

7 years for the Retro reflective

sheeting from original manufacturer

& a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall

be submitted by contractor.

6.05 Direction (Junction) Sign :- Providing

and fixing sign boards made out of

2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size

244x122 cms. rectangular as per

design of IRC-67-2012. Pre treated

with phospheting process & acid

etching; coated with one coat of

VOL II PRICE BID SMC

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50x50x5mm; painted with

bestquality epoxy coatings in black

and white bends. The details of

symbol for each board shall be as per

the instruction of engineer in charge.

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

block of size 45 x 45 x 60 Cms. for

each leg including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty for

7 years for the Retro reflective

sheeting from original manufacturer

& a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall

be submitted by contractor. (B)

Class-B Type-4 Retro Reflective

For Map Type Adavance Direction

6.06 Distance Informatory / Destination

Sign :- Providing and fixing sign

boards made out of 2mm aluminium

sheet / 4mm ACP(Aluminum

composite Panel); size 180x120 cms.

rectangular as per design of IRC-67-

2012. Pre treated with

phosphetingprocess & acid etching;

coated with one coat of epoxy primer

and two coats of best quality epoxy

paint ; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per

ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2

Nos.) long stand post of Iron Angle

75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted with

bestquality epoxy coatings in black

and white bends. The details of

VOL II PRICE BID SMC

symbol for each board shall be as per

the instruction of engineer in charge.

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

blockof size 45 x 45 x 60 Cms. for

each leg including excavation, curing

etc.complete under the supervision

of engineer in charge. A warranty for

7 years for the Retro reflective

sheeting from original manufacturer

& a certified copy of 3 year outdoor

exposure test report from third party

test lab for the product offered shall

be submitted by contractor. (B)

Class-B Type-4 Retro Reflective

For Flag Type Direction Sign & Place

Identification Sign

Supplying of Molded Shank Raised

Pavement Markers made of

polycarbonate and ABS molded

body and eflective panels with micro

prismatic lens capable of providing

total internal reflection of the light

entering the lens face and shall

support a load of 16000 kg tested in

accordance to ASTM D 4280 Type H

and complying to Specifications of

Category A of MORTH Circular No

RW/NH/33023/10-97 – DO III Dt

11.06.1997. The height, width and

length shall not exceed 50 mm,

mm and 100 mm and with minimum 187.00 217.40 NOS

reflective area of 13 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)

6.08 Providing Supplying & Fixing jumbo

swiss type traffic bollard made out

of 1.5 mm thick CRC sheet in conical

shape having 188cms, bottom dia

VOL II PRICE BID SMC

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 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 x 30cm x 35cm

as per the instruction of Engineer in

Total Of Section – 6

7. Drainage and Protection Work, Utility Crossing

7.01 Excavation for pipe line trenches for

water supply, sewerage line,

manhole-machinehole etc. all with

shoring and struting if required as

per required gradient and line

including safety provisions using

site rails and stacking excavated stuff

including up to all required lead

cleaning the site etc. complete for all

lifts and strata

as specified. In all sorts of soil and

A) Upto 1.5 Mt. depth from G.L.

B) 1.5 to 3.0 Mt. depth

7.02 Refilling of pipeline trenches incl.

ramming, watering, consolidating

desposal of surplus stuff as directed

within a radius of 3 km.

7.03 Providing, carting, Conveyimg,

Stacking, Lowering, Laying and

joining of ISI Standard RCC Pipes

Conforming to relevant IS Codes

&marked on it in Standard length of

following class and diameter suitable

for either collarjoints or rubber ring

joints including all taxes, insurance,

transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to

departmental stores, stacking etc.

Note: One rubber ring should be

supplied with each full length

socketed pipe, coast included in rates

VOL II PRICE BID SMC

7.5 mt. length at every 30 mt. interval

for inlet chamber connection

150 mm dia. (NP2 Class) - For

Connection Line

250 mm dia. (NP3 Class) - MH

300 mm dia. (NP2 Class)

300 mm dia. (NP3 Class)

450 mm dia. (NP3 Class)

7.04 Providing sand bedding including

ramming , watering, consolidating

etc. complete. Sand brought from

outside within 2 to 15 km

7.05 Providing and constructing

rectangular brick masonry chamber

for house connection as per type

design in brick masonry ion C.M. 1:3

including M-100 in foundation M-

150 in benching inside plastering in

C.M. 1:3 and out side plastering in

C.M. 1:3 coping in M200 and fixing

RCC precast manhole frame and

covers, but Excl. supply of manhole

and cover etc. complete excl.

7.06 Providing & supply of RCC precast

MH frame & cover - light duty for 20.00 1,733.00 NOS

house connection chamber.

7.07 Providing constructing brick

masonary INLET CHAMBER of

x 600 x 1500 mm internal dimension

with necessary excavation refilling

350 mm th Br. masonary in C.M

1:4,150 mm th.p.c.c.& benching in

c.c. 1:2:4,12mm th. plaster in C.M. 1:3

for inside & cement pointing in C.M.

1:3 for o/s, prov. & fixing precast

RCC frame & cover of M30 grade as

per drawing &specification.- Rate

For 1.5 mt Depth

Rs. 701/- Add. or ded. per every

cm increase or decrease in depth

&Constructingmachinehole 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 &

VOL II PRICE BID SMC

cover in c.c. 1:2:4, & 150 mm

th.R.C.C. slab in 1:1.5:3 including

Prov. fixing polypropelene Steps etc.

"A" TYPE manhole-machinehole

Sewer size : up to 600 mm dia.

Chamber Size : 1200 mm x 1000 mm

Shallow manhole-machinehole

depth up to 2.5 mt.

Rate For 2.5 mt Depth

Add. or ded. per every 10 cm

increase or decrease in depth -

"B1" TYPE manhole-machinehole

Sewer size : up to 1000 mm dia.

Chamber Size : 1500 mm x 1000 mm

Shallow manhole-machinehole

depth up to 2.5 mt.

Rate For 2.5 mt Depth

Add. or ded. per every 10 cm

increase or decrease in depth -

"C1" TYPE manhole-machinehole

Sewer size :1100mm to 1400 mm

dia.ChamberSize : 1800 mm x

Shallow manhole-machinehole

depth up to 2.5 mt.

Rate For 2.5 mt Depth

Add. or ded. per every 10 cm

increase or decrease in depth -

"D1" TYPE manhole-machinehole

Shallow manhole-machinehole

depth up to 2.5 mt. -

Rate For 2.5 mt Depth

Add. or ded. per every 10 cm

increase or decrease in depth -

"D2" TYPE manhole-machinehole

Sewer size : 1600 mm to 1800 mm

dia., Chamber Size : 2400 mm x

Deep manhole-machinehole with -

access shaft depth 2.5 mt to 4.0 mt

Access Shaft Size : 850 mm x 850 mm

Rate For 4.0 mt Depth

Add. or ded. per every 10 cm

increase or decrease in depth -

7.09 Providing and constructing Sewer

manhole-machineholes, scraper

manhole-machineholes and unit

house connection chamber as per the

type design in brick mansonry in

C.M. 1:5 and inside and outside

20mm thick plastering in C.M. 1:3

VOL II PRICE BID SMC

necessary 100 mm coping with

reinforcement in R.C.C. M200 fixing

C.I. steps and fixing manhole-

machinehole frame and covers (But

excluding supply of manhole-

machinehole frame and covers) over

manhole machineholes and house

connection chambers and fixing

manhole machinehole covers (but

excluding supplying of manhole-

machinehole covers) over scraper

manhole-machinehole etc. complete,

providing and fixing safety chain

wherever necessary as per the

sitpulations in the type design

complete as per latest CPHEEO

manual. (excl. excavation).

(A) manhole-machinehole type "A"

circular type having inside diameter

of 1200mm for depth upto 1.5 m

depth (for 150mm to 500mm dia

1. manhole-machinehole type "A" as

above for 1.0 M depth

2. Extra depth beyond 1.0 M but

upto 1.5 M depth for "A" type 0.00 6,628.00 RMT.

manhole-machinehole

(B) manhole-machinehole type "B"

circular type having inside diameter

of minimum 1500mm and for depth

from 1.5 M to 4.0 M (for 150mm to

600mm dia sewers)

1. manhole-machinehole type "B" as

above but upto 1.5 M depth

2. manhole-machinehole type "B" as

above but upto 2.0 M depth

3. manhole-machinehole type "B" as

above but upto 2.1 M depth

4. Extra depth beyond 2.1 M but

upto 4.0 M depth for type "B" 0.00 12,313.00 RMT.

manhole-machinehole

(C) manhole-machinehole type "C"

circular type having inside diameter

of minimum 1500mm and for depth

beyond 4.0 m to 6.0 m (for 150mm to

1800mm dia sewers)

1. manhole-machinehole type "C" as

above but upto 4.0 M depth -

2. Extra depth beyond 4.0 M and up

to 6.0 M depth for type "C" manhole- 0.00 18,786.00 RMT.

machinehole above.

(D) manhole-machinehole type "D"

VOL II PRICE BID SMC

circular type having inside diameter

of minimum 1500mm and for depth

beyond 6 M to 10 M (for 150mm to

500mm diameter sewers)

1. manhole-machinehole type "D1"

as above but up to 6.0 M depth -

2. Extra depth beyond 6.0m and up

to 10 mt depth but type "D1" -

(E) manhole-machinehole type "D2"

circular type having inside diameter

of minimum 1500mm and for depth

beyond 6.0 M to 10.0 M (for 600mm

to 1000mm dia sewers)

1. manhole-machinehole type "D2"

as above but up to 6.0 M depth -

2. Extra depth beyond 6.0 M and up

to 10.0 M depth for type "D2" 0.00 22,121.00 RMT.

manhole-machinehole above.

(F) manhole-machinehole type "D3"

circular type having inside diameter

of minimum 1900 mm and fordepth

beyond 6.0 m to 10.0 m (for 1100mm

to 1800mm dia. sewers).

1. manhole-machinehole type "D3"

as above but up to 6.0 m depth -

2. Extra depth beyond 6.0 m and up

to 10.0 m depth for type "D3" 0.00 26,015.00 RMT.

manhole-machinehole above.

(G) Scraper manhole-machinehole

type "S1" rectangular type having

inside dimension 1500mm x 1500mm

for 600mm dia to 1200mm dia sewer

pipes and for depth 2.5 m to 9.0 m.

1. Scraper manhole-machinehole

type "S1" as above but up to 2.5 m 1.00 52,319.00 NOS

2. Extra depth beyond 2.5 m and up

to 9.0 m depth for type "S1" scraper 1.00 31,907.00 RMT

manhole-machinehole above.

(H) Scraper manhole-machinehole

type "S2" rectangular type having

inside dimension 1900mm x 1900mm

for 1400mm dia. sewer pipes and for

depth 2.5m to 9.0m

1. Scraper manhole-machinehole

type "S2" as above but up to 2.5m 0.00 48,103.00 NOS

2. Extra depth beyond 2.5 m and up

to 9.0 m depth for type "S2" scraper 0.00 20,370.00 RMT

manhole-machinehole above.

7.10 Providing and laying PCC M-15

grade for embankment (encassing) of -

VOL II PRICE BID SMC

water pipelines with the maximum

size of course aggregate 20 mm

including necessary form work,

mixing, vibrating, curing by

sprinkling / ponding of water for

days etc. complete.

7.11 Providing and casting in situ

ordinary cement concrete M 20 for

RCC solid slab including centring 0.00 6,690.46 CUM

scafolding curing and finishing

7.12 Brick work (modular type) using

common burnt clay building brick

having crusing strength not less than

35 kg/sq. cm in foundation and 0.00 4,237.00 CUM

plinth in cement mortar (1:6) (1

cement : 6 fine sand) for Utility

7.13 Providing, laying & compacting

mm thk rubble soling for the

foundation of the Utility crossing -

7.14 Providing 15 mm thick Cement

Plaster 1:3 for brickwork -

7.15 Providing and Supplying heavy

duty ISI mar RCC precast manhole

frame with cover at site as per design

for circular manhole complete

(A) For circular manhole

7.16 Raising / lowering manholes to the

required level upto FRL of PQC

including all materials, formwork

and with 16 cm thick M20 CC coping

under frames of manhole, including

removing existing manhole frame

cover and fixing existing manhole

frame & cover or fresh heavy duty

ISI mark RCC precast manhole frame

with cover if required, curing etc.

complete as specified and as directed

and item also includes all safety

measures like covers the manhole

with MS plate during execution of

each layer of CC pavement and

clearing the manhole from manhole

from all road debris falled inside the

manhole during construction activity

& certified the same from engineer in

charge about cleaned manhole.

(1) For the depth upto 875 mm

VOL II PRICE BID SMC

(2) For the depth upto 425 mm

7.17 Providing & laying. Double walled

corrugated pipes (DWC) of

polyethylene(conforming to IS

II ) Anti Rodent type with necessary

connecting accessories of same

material at required depth for laying

of cable. below ground / road

surface for enclosing cable and

backfilling the same to make ground

as per original.

120/103.5 mm dia. O.D./I.D.

7.18 Repairing of Sewer/Storm drainage

manhole shaft size 850mm x 850mm)

on existing Sewer/Storm drainage

lines including excavation up to

mt. depth, Dismentaling of damaged

manhole up to required depth(i.e

frame cover,coping,brick masonry

etc.)and reconstruction of the same

up to 0.75 mt. depth in Brick

Masonry 23 cm thick in C:M

1:4,Plaster 15 mm thick C:M 1:3

inside and out side , Coping in C:C

1:2:4 and conveying, carting & fixing

of C.I/R.C.C Manhole frame cover (

to be issued from any of the

Municipal Store), Refilling , Curing

of repaired manhole work shall be

carried up to 10 days from the

repairing an arrangement for to be

done by contractor for protection of

repaired work against traffic etc.

(Add / Deduct Rs. 305.36/- per

0.10mt. Depth Increase or Decrease.)

7.19 Reparing of only M.H frame cover

including fixing M:H in C:C 1:2:4

and curing work upto 10 days and 0.00 823.00 NOS

protection of repaired work against

traffic etc. complete.

7.20 Repairing of Sewer/Storm drainage

manhole shaft size 1200mm x

1200mm) on existing Sewer/Storm

drainage lines including excavation

up to 0.75 mt. depth, Dismentaling 5.00 4,981.00 NOS

of damaged manhole up to required

depth(i.e frame cover,coping,brick

masonry etc.)and reconstruction of

the same up to 0.75 mt. depth in

VOL II PRICE BID SMC

Brick Masonry 23 cm thick in C:M

1:4,Plaster 15 mm thick C:M 1:3

inside and out side , Coping in C:C

1:2:4 and conveying, carting & fixing

of C.I/R.C.C Manhole frame cover(

to be issued from any of the

Municipal Store), Refilling , Curing

of repaired manhole work shall be

carried up to 10 days from the

repairing an arrangement for to be

done by contractor for protection of

repaired work against traffic etc.

complete.Add / Deduct Rs. 382.86/-

per 0.10mt. Depth Increase or

7.21 Repairing of only Inlet Chamber

frame cover including fixing inlet

Chamber in C:C 1:2:4 and curing

work up to 10 days and protection of

repaired work against traffic ect.

7.22 Repairing of strom drainage Inlet

chamber size 600mmx750mm) on

existing strom drainage lines

including excavation up to 0.75 mt.

depth,Dismentailing of damaged

intel chember up to required depth

(i.e. frame cover, coping, brick

masonry ect) and reconstruction of

the same up to 0.75 mt. depth in

brick masonry 35 cm thick in C:M:

1:4, Plaster 12mm thick C:M inside,

coping in C:C 1:2:4 and conveying, 5.00 5,773.00 NOS

carting & fixing of C.I/R.C.C. Precast

inlet frame cover (to be issued from

any of the Municipal Store)

Refilling, curing of repaired inlet

Chamber work shall be carried up to

10 days from the repairing an

arrangement for to be done by

contractor for protection of repaired

work against traffic ect. complete.

(Add / Deduct Rs.492.86/- per

0.10mt. Depth Increase or Decrease.)

7.23 Making Connection (a) upto 900mm

Making Connection (b) 900mm to

Making Connection (c) More than

7.24 Making Connection with the

manhole by boring hole on the

VOL II PRICE BID SMC

masonary of manhole and jointing

pipe with cement mortar in prop.

(1:2) inside as well; as outside of

existing manhole, during etc.

complete as directed by engineer-in-

7.25 Dewatering: In all sorts of soil and

soft murrum, hard murrum and

boulders, soft rock, Hard rock, upto -

1.5 mt. depth from G.L.

Extra for dewatering in all sorts of

strata's, for each 1.5 mt. or part 0.00 11.50 CUM

thereof beyond 1.5 mt. depth.

7.26 Dewatering by pumping set of

required capacity including

temporary plaform carting pumping

at site and fixing the same in

position including all accessories,

and fuel and labour etc. complete.

Total Of Section – 7

Section- 8 Hydraulic lines

8.01 Manufacture, supply & delivery of

Submerged Arc welded (Above

400mm ) M.S. pipes having bevelled

ends plate or coil conforming to IS-

3589-2001 or its latest revision/

amendment for following thickness

outside diameter at store or site

anywhere in Gujarat state including

all taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading

conveyance to departmental stores,

stacking etc. all complete.

(ii) OD 355.6, Thick 5.6 mm 0.00 3823.00 RMT -

(iii) OD 406.4, Thick 6.3 mm 0.00 4917.00 RMT -

(iv) OD 457, Thick 6.3 mm 0.00 5538.00 RMT -

(iv) OD 508, Thick 6.3 mm 0.00 5538.00 RMT -

(v) OD 610, Thick 6.3 mm 0.00 7419.00 RMT -

(v) OD 711, Thick 7.1 mm 0.00 9748.00 RMT -

(vi) OD 813, Thick 7.1 mm 0.00 11161.00 RMT -

(vii) OD 914, Thick 8.0 mm 0.00 14138.00 RMT -

(viii) OD 1016, Thick 8.8 mm 0.00 17288.00 RMT -

(ix) OD 1067, Thick 8.8 mm 0.00 18163.00 RMT -

(xii) OD 1626, Thick 14.2 mm 0.00 45010.00 RMT -

(b) I/S CML (9mm thick upto

mm dia& 12 mm thick bove 700 mm

dia.) & O/S Gunniting (25 mm thick)

VOL II PRICE BID SMC

(ii) OD 457, Thick 6.3 mm 0.00 6388.00 RMT -

(iii) OD 508, Thick 6.3 mm 0.00 7109.00 RMT -

(iv) OD 610, Thick 6.3 mm 0.00 8549.00 RMT -

(vi) OD 813, Thick 7.1 mm 0.00 12735.00 RMT -

(vii) OD 914, Thick 8.0 mm 0.00 15905.00 RMT -

(viii) OD 1067, Thick 8.8 mm 0.00 19251.00 RMT -

(ix) OD 1219, Thick 10 mm 0.00 26120.00 RMT -

(c) I/S epoxy painting (100 micron)

& O/S Gunniting (25 mm thick)

(i) OD 273, Thick 5.0 mm 0.00 3074.00 RMT -

(ii) OD 323.9, Thick 5.6 mm 0.00 4016.00 RMT -

(iii) OD 355.6 Thick 5.6 mm 0.00 4414.00 RMT -

8.02 Providing and supplying DI K-9

pipes with EPDM Rubber Gasket for

nominal bore diameter with internal

cement mortar lining including all

taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

Conveyance to departmental stores,

stacking etc. complete. (IS 8329-2000)

(iii) 200 mm dia. 0.00 2218.00 RMT -

(vii) 400 mm dia. 420.00 5533.00 RMT

(viii) 450 mm dia. 0.00 6609.00 RMT -

(xii) 750 mm dia 0.00 14731.00 RMT -

(xiii) 800 mm dia 0.00 15298.00 RMT -

(xiv) 900 mm dia 0.00 19916.00 RMT -

(xviii) 1200 mm dia 0.00 32189.00 RMT -

8.03 Manufacture, Supply & Delivery of

Ductile Iron Flange socket spigot

bends, tees, reducers or any other

specials as per BS-EN-545/1995

Class-A series K12 suitable for use

with D.I.Pipes manufactured as per

IS:8329/1994delivery of specials is to

be made to store or site of works any

where in Gujarat including all taxes,

VOL II PRICE BID SMC

liading, unloading, carting, stacking,

insurance, inspection charges, octroi

(7% of material cost)

With External bitumen and zinc

coating, internal cement mortar

(ii) 350 mm and above 0.00 146.00 KG -

8.04 Manufacter, supply and delivery of

specials such as Tee, Bends,

reducers, tail piece etc.

A M.S. Specials plain & Socket ends

Above 300 mm 0.00 86.00 KG -

B M.S Specials flanged ends

Above 300 mm 0.00 90.00 KG -

8.05 Providing and supplying ISI mark CI

D/F Sluice Valves as per IS:14846

(Latest Edition) of the following class

and diameter including all taxes,

insurance, transportation, freight

charges, octroi, inspection charges,

loading, unloading, conveyance to

departmental stores, stacking etc.

(a) 100 mm dia. - PN 1.6 class 0.00 4030.00 NOS -

(b) 150 mm dia. - PN 1.6 class 0.00 6560.00 NOS -

(c) 200 mm dia. - PN 1.6 class 0.00 11530.00 NOS -

(d) 250 mm dia. - PN 1.6 class 0.00 18370.00 NOS -

(e) 300 mm dia. - PN 1.6 class Gear Type 0.00 28820.00 NOS -

(f) 350 mm dia. - PN 1.6 class Gear Type 0.00 42200.00 NOS -

(g) 400 mm dia. - PN 1.6 class Gear Type 3.00 60730.00 NOS

8.06 Providing and supplying ISI mark CI

D/F Butterfly Valves as per IS:

(Latest Edition) of following clsss

and diameter including all txes,

insurance, transportation, freight

charrges, octroi, inspection charges,

loading, unloading, conveyance to

departmnetal stores, stacking etc.

(h) 450 mm dia. - B/F Valve 0.00 39250.00 NOS -

(i) 500 mm dia. - B/F Valve 0.00 52100.00 NOS -

(j) 600 mm dia. - B/F Valve 0.00 59950.00 NOS -

(k) 700 mm dia. - B/F Valve 0.00 148530.00 NOS -

(l) 750 mm dia. - B/F Valve 0.00 216250.00 NOS -

(m) 800 mm dia. - B/F Valve 0.00 231690.00 NOS -

(n) 900 mm dia. - B/F Valve 0.00 261380.00 NOS -

VOL II PRICE BID SMC

(o) 1000 mm dia. - B/F Valve 0.00 320840.00 NOS -

(p) 1200 mm dia. - B/F Valve 0.00 488600.00 NOS -

(q) 1400 mm dia. - B/F Valve 0.00 628846.40 NOS -

(r) 1600 mm dia. - B/F Valve 0.00 821350.40 NOS -

8.07 Providing and supplying C. I.

Temper proof air valves with SS

gun metal nozzle of approved make

and quality of following claa and

diameter including all taxes and

insurance, transportation, freight

charges, octroi,inspection charges

loading, unloading, conveyance

stacking etc. comp.

With Isolating Sluice Valve PN

8.08 Excavation for pipe line trenches for

water supply, sewerage line,

manhole, machinehole etc. all with

shoring anstruting if required as per

required gradinet and line including

safety provisions using site rails and

stacking excavated stuff including

up ot all required lead cleaning the

site etc. complete for all lifts and

strata as specified.

a In all sorts of soil and soft murrum

For New Pipelines

- 0 to 1.5 mt. Depth

- For pipe line 1,575.00 108.10 CUM

- For SV Chamber 14.00 108.10 CUM

- For BF Valves Chamber 0.00 108.10 CUM -

- For Scour Valaves Chamber 0.00 108.10 CUM -

- 1.5 mt. to 3.0 mt. Depth

- For pipe line 315.00 119.60 CUM

- For SV Chamber 3.00 119.60 CUM

- For BF Valves Chamber 0.00 119.60 CUM -

- For Scour Valaves Chamber 0.00 119.60 CUM -

- 3.0 mt to 4.5 mt Depth

- For pipe line 0.00 125.35 CUM -

- For SV Chamber 0.00 125.35 CUM -

- For BF Valves Chamber 0.00 125.35 CUM -

- For Scour Valaves Chamber 0.00 125.35 CUM -

- More than 4.5 mt, depth 0.00 133.40 CUM -

b In all sorts of soil and soft murrum

For Existing Pipelines removal

- 0 to 1.5 mt. Depth

- For pipe line 1,575.00 108.10 CUM

VOL II PRICE BID SMC

- For SV Chamber 14.00 108.10 CUM

- For BF Valves Chamber 0.00 108.10 CUM -

- For Scour Valaves Chamber 0.00 108.10 CUM -

- 1.5 mt. to 3.0 mt. Depth (30% of 0 to

- For pipe line 315.00 119.60 CUM

- For SV Chamber 3.00 119.60 CUM

- For BF Valves Chamber 0.00 119.60 CUM -

- For Scour Valaves Chamber 0.00 119.60 CUM -

- 3.0 mt to 4.5 mt Depth (30% of 0 to

- For pipe line 0.00 125.35 CUM -

- For SV Chamber 0.00 125.35 CUM -

- For BF Valves Chamber 0.00 125.35 CUM -

- For Scour Valaves Chamber 0.00 125.35 CUM -

- More than 4.5 mt, depth 0.00 133.40 CUM -

8.09 Providing sand bedding including

ramming , watering, consolidating

etc. complete. Sand brought from

outside within 2 to 15 km

8.10 Lowering, laying, jointing & welding

in position to correct line & level

M.S.Pipe with outer gunniting&

inside lining / Epoxy painting on

pedstals or chairs upon prepred

formation or prepared bedding in

trenches the rate includes

conveyance from store to site of

work loading, unloading, joint

plastering, hydro testing etc.

a.1 4 mm to 7mm thick

a.2 Above 7 mm thick

8.11 Providing and making inner cement

VOL II PRICE BID SMC

mortar lining to MS pipes with

mechanical devices in cement mortar

1:1 prportion including all materials,

labours, spcial sand required,

machinary, poweergenertion, all

equipments and taking necessary

access opening and manholes, cuts at

suitable intervals as directed by

Engineer in Charge and rewelding

the same after doenwith double

plates pipes including necessary

excavation, refiling, concrete

breaking and remaking if any,

breaking gunitingndrmaking the

same, repainting where required

with epoxy paints in three coats, all

dewatering including emptying the

pipe line and refilling the asme after

done including carrying out "C"

value performance test of pipe line,

complete job as per the direction of

Engineer In Charge.

9 mm thick for pipes upto 700 mm

12 mm thick for pipes above 700 mm

8.12 Providing and applying with

mecchanical arrangement in 1:2

proportion cement, sand Guniting to

MS pipe surface under 2.1 Kg/Sq.cm

pressure including removing the

loose materials as directed by

Engineer in Charge and including

scarpping the surface with wire

brushs, degreasing, claening by

compressed air and providing and

fixing BRC fabric No. 14 as

reinforcement, curing for 21 days,

disposing off the rebound material

as directed by EIC.

25 mm thick 0.00 404.00 SQM -

40 mm thick 0.00 473.00 SQM -

8.13 Providng epoxy coating to inside

pipe line with two parts of Solvent

free high build quality lining as per

AWWA C210-07 suitable for potable

water application & shall be pproved

by CFTRI- India/ BS 6920- UK/

international standards/ NSF/

ANSI/ 61 2004 to be fit for contact

with potable water for human

consumption with 406 micron

VOL II PRICE BID SMC

thickness inclusive of necssry

materials, labour, equipments,

contractors overhead charged and

profit in incuding of ll taxes

8.14 Extra welding for fixing various

appurtances Welding in all positions

with reqquires number runs for MS

pipes internally and/or externally

including gauging whenever

necessary, fixinappurtances and

other accessories in connection with

pipe laying work as per

Welding for pipe thickness 4 mm to

Welding for pipe thickness above

8.15 Gas cutting (either square or V cut)

pipes, plates etc. including all costs

for the following thickness.

Upto 5 mm 0.00 46.00 RMT -

Above 5 mm upto 10 mm 0.00 72.45 RMT -

Above 10 mm 0.00 93.15 RMT -

8.16 Lowering,laying and jointing in

position following Air valves

including of all labour, jointing

material, including nut bolts and

giving satisfactory hydraulic testing

8.17 Providing ,Cleaningstraghtening

,Cutting ,bending binding in

position TMT bar for Reinforced

concrete work confirming to IS

and Mild steel reinforcement

confirming to IS

8.18 Providing and constructing brick

work using common burnt clay Fly

Ash building bricks confirming to

IS:13757 ,IS:5454 ,IS:3495 having

crushing strength not less than

35Kg/Sq.cm. brick masonary as per 0.00 3389.66 CUM -

the detailed drawing using brick of

approved quality in foundation and

plinth incl. racking out joints,

watering etc. as directed in CM 1:6 (1

Cement:6 corse sand)

8.19 Providing and applying 10 mm

th.Cement plaster in single coat on

VOL II PRICE BID SMC

brick/concrete walls similar surface

for plastering & finished even and

smooth with a floating coat of neat

cement slurry mixed with admixture

of lime or neeru in required

proportion etc. complete Cement

mortar 1:3 (1 cement : 3 fine sand)

8.20 Providing and fixing M.S manhole

frame and cover of required size

including necessary hold fast

arrangement. The frame shall be

grouted in the RCC slab at the time

of casting the slab including one coat 0.00 63.94 KG -

of primer and two coat of oil paint.

The frame shall be of M.S. angle of

size 65X65X6 mm & 12 mm thick

M.S. plate as directed by Engineer-

8.21 Construction of valves chambers in

brick or bela stone masonary, locally

available in C. M. 1:6. Foundation

concrete 150 mm thick in C. C. 1:4:8

of trap metal size 25 mm to 40 mm

thick, inside cement plaster in C. M.

1:3 and cement pointing outside in

C. M. 1:3 and top cover of precast

RCC slab 100 mm thick (with key

hole in two parts, each with handles

or MS Bar etc. complete as give size)

'Upto 1 Mt. depth from G. L. to pipe

invert level incl. complete civil

works but excl. cost of excavation

and refilling, with cast in situ RCC

slab in one single piece with fixing of

CI-MH Frame and cover (excl. cost

of CI-MH frame and cover) with

23mm thick brick masonary wall in

Size of 1.30 × 1.30 × 1.0 m deep with

precast slab in two parts 15mm

For 1 meter extra depth 0.00 6317.00 M -

For SV,BV,AV 3.00 11787.00 NOS

For Fire Hydrunt 0.00 11787.00 NOS -

8.22 Taking colour photographs of work

in progress and submit with each

R.A.Bill. Photographs shall cover

details of locations of the activity of

work in progress. The Contractor 50.00 30.00 NOS

shall submit photographs with

Album in a set comprising 3 (three)

copies (size of photograph is 4" x 6")

and a soft copy of the same. Work

VOL II PRICE BID SMC

shall be carried out as per the

instruction of the Engineer-in-

8.23 Preparation of as built drawing of

the pipeline laid under this work by

showing location of each and every

pipe in two dimension -horizontal

and vertical with respect to the

existing near by property and / or

permanent structure along with

8.24 Providing Supplying and fixing C.I.

Fire hydrants NOS

8.25 Drilling of 500mm diahorizantal

borehole for water main pipeline

crossing under the road including all

strata with required length including

fixing of 400 mm dia. MS/RCC

casing pipe with pushing etc.

complete various size of pipe for

193.7 to 244.5 dia water main. (for

Without Water main & with MS

Casing pipe 500 mm thick 8 mm

260 mm dia OD 5 mm thickness 0.00 3601.00 RMT -

415 mm dia OD 06 mm thickness 0.00 8279.11 RMT -

824 mm dia OD 12 mm thickness 0.00 23217.04 RMT -

924 mm dia OD 12 mm thickness 0.00 25729.00 RMT -

1028 mm dia OD 14 mm thickness 0.00 32196.00 RMT -

1200 mm dia OD 16 mm thickness 0.00 42770.36 RMT -

1132 mm dia OD 16 mm thickness 0.00 39516.00 RMT -

1440 mm dia OD 20 mm thickness 0.00 60616.00 RMT -

1644 mm dia OD 22 mm thickness 0.00 75186.00 RMT -

1844 mm dia OD 22 mm thickness 0.00 84603.00 RMT -

8.26 Drilling of 600mm diahorizantal

borehole for water main pipeline

crossing under the road including all

strata with required length including

fixing of 500 mm dia. MS/RCC

casing pipe with pushing etc.

complete various size of pipe for

273.1 to 355.6 dia water main. (for

Without Water main & with MS

Casing pipe 500 mm thick 8 mm

8.27 Drilling of Horizontal borehole for

watermain pipeline under the

railway tracks incl all strata with

requried length incl fixing of

M.S.casing pipe of minimum thick

Or IRS Casing Pipe with welding

pushing etc complete Providing &

VOL II PRICE BID SMC

fixing various size of pipe for

watermain of G.I/M.S pipe of

minimum thick for railway permises

as per instruction & regulations of

Railway authority & under

supervision of Railway authority

inclProvinding&suppllying fixing of

spacer at specified interval if

required between Casing pipe and

water main, ISI make sluice valve of

required size at both side of railway

boundry with construction of

brickedge pavement incl C:C

encasing 1:3:6 in 10mtr length of

pipe at both side. InclProvinding&

fixing of M.S/Iron Manhole frame

with cover for valve chamber with

loackingarregment etc. complete

with all material labour

fabrication,hydralic testing of pipe &

valve etc complete for

mtLength.which includes horizontal

pushing and with open excavation.

260 mm dia OD 5 mm thickness 0.00 4531.02 RMT -

415 mm dia OD 06 mm thickness 0.00 9411.09 RMT -

824 mm dia OD 12 mm thickness 0.00 26209.56 RMT -

1200 mm dia OD 16 mm thickness 0.00 47167.18 RMT -

8.28 Cutting of Spirally welded pipes

having wall thickness above 5 mm

up to 10 mm thick for making it of

suitable length or making the

existing edge true vertical to have

perfect square joints including all 0.00 76.33 RMT -

material equipments and labour

required for cutting the pipes

excluding cutting of pipes for M.S.

Specials above 5mm and up to

8.29 Providing & fixing R.C.C. Precast

Manhole Frame with Cover in M:35

as per drawing for Manhole suitable

for 450 X 600 cm opening including 3.00 2706.63 NOS

cost of reinforcement, M.S. Angles,

Flats, mould work, curing etc.

8.30 Providing and applying sand

blasting on external surface of M.S.

pipes in such a manner that surface 0.00 32.40 RMT -

should adhere the outer coating as

directed by the Engineer in-charge

8.31 Providing, Fabricating and Fixing in

position MS Board showing project

VOL II PRICE BID SMC

details as directed by Engineer in

8.32 Painting letters / flex banneras

directed by Engineer in charge.

8.33 Providing and Carting, conveying,

stacking, lowering, laying and

jointing NP2 / NP3 Class RCC pipes

conforming to IS in standard length

and required diameter suitable for

socket rubber ring roll on joint or

rubber ring flush confined joints in

the trenches in line and gradient

making use of levelling instrument

only .In case of Rubber ring joint

pipe the pipe shall be laid in such a

way than it should be pushed in

systematic manner so as to achieve

The leak proof joint by using rubber

ring as per relevant ISI. including all

taxes insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading, or

departmental store stacking,

conveyance to site as per the

instruction of Engineer- in-charge

including necessary testing as per

(A) 150 mm RCCNP2 collar joint 0.00 438.34 RMT -

(B) 250 mm RCCNP3 collar joint 0.00 747.61 RMT -

8.34 Providing and laying (two levels or

slopes) and jointing with stiff

mixture of cement mortar in

proportion 1:1 salt glazed stone-ware

pipes,of 100 mm & 150 mm internal

diametres including testing of pipes

and joints etc. complete. Class A

8.35 Providing & Installation of

barricades incl. supplying, painting,

with flurescent paint and fixing, CGI

sheets 24 SWG of 1.80 m height &

M.S. posts angle 40 x 40 x 5 mm at

2.0 m c/c and dismantling the same

after completion of work as directed

by Engineer - in - Charge.

8.36 Removing of Existing Plpeline

Removal of existing pipe incl.

removal of specials, valves, jointing

materials, incl. carting and stacking

of removed material from site of

VOL II PRICE BID SMC

work to the SMC departmental store

as directed by Engineer in charge

excl excavation and refilling.

Item No. 15. Pg.No. 81, GWSSB SOR

8.37 Conveying, lowering, laying and

jointing C.I./D.I. Pipes with specials

of following dia. In proper position,

grade and alingment as directed by

Engineer in charge incl. Conveyance

from stores to site of work, labour

8.38 Conveying, lowering and fixing

Sluice valve/Butter fly valve/Scour

valve including making flange joints,

tightening the nut and bolts perfectly

water tight it by using rubber

insulation etc complete as directed

by the engineer in charge.

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8.39 Making lead joint perfectly water

tight. etc. complete.Lead and spun

yarn shall be issued free of cost.

8.40 Making Tyton Rubber Gasket with

specials of D.I. Fittings

8.41 Cutting the C.I/D.I. Pipe in pieces as

necessary for fitting the special like

Tee,bend etc. complete.

(a) Pipe thickness up to 10mm. 0.00 138.00 RMT -

(b)Pipe thickness 11mm to 20 mm 10.00 172.50 RMT

(c) Pipe thickness 21 mm to 33 mm 0.00 195.50 RMT -

8.42 Chamfering D.I. Pipes as necessary

for fitting the specials like Tee, Bend

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8.43 Making arrangement of flushing

work of laid line as directed by the

engineer in charge and as per the

specification and site condition.

(a) Dia of pipe up to 300mm 10.00 500.00 NOS

(b) Dia.of pipe from 350 up to NOS

8.44 Providing and making connection

with Existing line of the following

diameter including placing TEE

and Collar including cutting the

existing line & necessary dewatering.

All the arrangement for dewatering

(i.e Dewatering pump etc.) shall be

provided by the Contractor on site at

his own cost. Excavation shall be

paid as per Item No.1, Lead Joint for

this item shall be paid as per the

8.45 Providing and laying C.C 1:3:6 (1-

cement :3- coarse sand : 6- graded

stone aggregate of 40 mm nominal

size)andcuring , compacting

including cost of form work for

8.46 Providing and fixing C.I \PVC steps

of size 300 x 150 x 25 mm in the

masnorychamber.The steps shall be 0.00 184.83 NOS -

fixed at the time of constructing the

8.47 Providing & fabricating the

clamping arrangement for

caps,plugs at the open end of the

pipe line inclg. necessary excavation 0.00 60.89 KG -

dewatering if any,weldingfabrication

,nuts ,bolts etc comp. as per the

direction of engineer in charge.

8.48 Provding& laying 1:2:4 C.C for the

thrust block inclg. cost of form work.

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8.49 Bailing out subsoil or drainage water

by pumps as directed after

excavation and during concreting /

pipe laying work and keeping dry 0.00 18.28 HP/HR -

the area till the complete of work as

per information given by the

Engineer-in-charge.

8.50 Providing D.I./ D.P. So. and Sp.

Pipes & Specials of L.A. Class with

or without cement lining.

8.51 Providing D.I. Double Flange Sluice

Valve with the sets of tail pieces of

approved Quality.

8.52 Providing D.I. Fittings

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8.53 Providing C.I. Fittings

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Providing Spun Yarn for lead joint

Providing pig lead joint

Providing, supplying, lowering,

laying, jointing of MDPE pipe

conforming to ISO - 4427 including

compression fitting conforming to

ISO/DIS 14236 such as female

adopter, elbow, bend, reducer, Tee

required for house service

8.56 connection inclusive of all taxes,

insurance, transportation, freight

charge, inspection charges, hydro

testing etc. complete. The item also

includes dismantling of asphalt /

metal road, excavation, refilling,

watering, ramming, cosolidating and

restoration of road etc. complete.

8.57 Providing, supplying and fixing

Ductile Iron strap saddle inclusive of

of all taxes, insurance,

transportation, freight charge,

inspection charges etc. complete as

per the detailed specification.

8.58 Providing and fixing brass ferrule of

approved make of following sizes

inclusive of all taxes, insurance,

transportation etc. complete.

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8.59 Providing & Fixing U-PVC pipe

(SWR) confirming to IS no.

(Type"B") of Prince/Supreme/ Jain/

Astral/ Tulsi/ Finolex make for soil

and waste discharge system at all 210.00 674.00 RMT

floor levels incl. All fixtures like

bends, tees, shoe etc. jointed with

resin of approved brand &

manufacture etc. comp. 160 mm. Dia.

8.60 Providing, supplying and fixing U-

PVC ball Valves with compression

end on one side to connect PE Pipes

and female threading on the other

side for connecting BSP threaded

fittings or pipes. The product shall

confirm to ISO 4422-4 Standards. The

rate shall be inclusive of all taxes,

insurance, transportation etc.

(ii) 32 mm dia.x 1" 10.00 332.67 NOS

(iii) 50 mm dia.x 1.5" 5.00 948.64 NOS

(iv) 63 mm dia.x 2" 5.00 1273.51 NOS

8.61 Refilling of pipeline trenches incl.

ramming, watering, consolidating

desposal of surplus stuff as directed

within a radius of 3 km.

Trench of existing pipeline removed 1,890.00 25.30 CUM

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Total Of Section –

(Section-1 to Section-8) Total Amount Rs.

(Section-1 to Section-8) Total Amount Rs.

Note:--Above All Rates are exclusive of GST.

Note:- Water pipe line ane fittings will be provide by surat municipal corporation from

Hydraulic department store. Contractor shall have to load/unload and transport

Pipes/Fittings from store to site. Surat municipal corporation will not give any extra charge

STAMP & SIGNATURE OF BIDDER

Executive Engineer

South Zone-A(Udhana)

Surat Municipal Corporation

VOL II PRICE BID SMC

FORM OF PRICE BID

(To be submitted Online through www.smc.nprocure.com)

Name of the Work: Construction of Cement concrete pavement & Flexible

pavement including construction of divider, providing & laying & fixing of

pavement -markings., road stud, road signages with other traffic satety measures

for 24.00mt wide T.P.Road from Golden Palace to S.M.C District

Center(F.P.No.33 to F.P.No.37) in T.P.Scheme No.47(Bhestan) in South Zone-

A(Udhana),Surat. [Work no.03].

On behalf of Surat Municipal Corporation,

Mughal Sarai, Surat, Gujarat.

1. Having examined the Conditions of Contract, Technical Specifications, Bill of Quantities,

Drawings and Addenda for the execution of the above-named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Drawings and Addenda, Bill of Quantities

estimates of Employer and its summary provided hereunder for percentage rate contract.

2. My/ Our offer works out as under:

A. Tender Estimates:

B. Add/Deduct_________________________________% above / below

D. Net Amount (in figure) in Rs.

E. Net Amount (in words) in Rs.

3. We acknowledge that we agreed to contract conditions and technical specification,

drawings, scope and all terms and conditions of this Tender and it forms part of our Bid.

4. Our offer is inclusive of all taxes.

5. The rates quoted include all constructional plant, labour, supervisions, materials, all

temporary works and false works, construction, erection, maintenance, establishment and

overhead charges, profit, any taxation and levies, and other charges 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.

VOL II PRICE BID SMC

6. We undertake, if our Bid is accepted, to commence the Works on Site within the period

stated contract conditions after receipt of an order of the Executive Engineer’s notice to

commence, and to complete and deliver the sections and the whole of the Works comprised

in the Contract within the period stated in the Conditions of Contract.

7. If our Bid is accepted, we will furnish Performance Security(ies) as per Tender

requirement to be severally bound on us in accordance with the Conditions of Contract.

8. We agree to abide by this Bid for the period of one hundred and twenty (120) days from

the opening of Price Bid, and it shall remain binding upon us and may be accepted at any

time before the expiry of that period.

9. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

10. We understand that you are not bound to accept the lowest or any Bid you may receive.

11. The Executive Engineer, Surat has right to reject any or all bids without giving any

Seal and Signature of the Bidder

1. Prices shall be quoted by the bidder in Indian Rupee.

2. Where there is a discrepancy between the rate in figures and words, the rates in words will

3. Correction of errors as per the clause 27 of ITB specified in Volume – 1 of Tender

4. The Contractor will have to maintain the adequate inventory of material required for Work

so to timely completion of Work.