Construction of 18.23 mt T.P CC Road from F.P.No.29/C to F.P.No.41 in T.P.No.58 (Bamroli) in South Zone-A (Udhana)(2nd Attempt).

Name of Work:- Construction of 18.23 mt T.P CC Road from

(Bamroli) in South Zone-A (Udhana)(2nd

Uploading of tender documents 10/03/2026

Last date of Document 30/03/2026 UP TO 18.00 Hrs.

Last date of Online bid 30/03/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 20/03/2026 up to

NO PRE BID MEETING (Bidder shall have to post there

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

or before 20/03/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 07/04/2026, 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.

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

South Zone-A (Udhana)

NAME OF WORK :- Construction of 18.23 mt T.P CC Road from F.P.No.29/C to

F.P.No.41 in T.P.No.58 (Bamroli) in South Zone-A

(Udhana)(2nd Attempt).

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 18.23 mt T.P CC Road

from F.P.No.29/C to F.P.No.41 in T.P.No.58 (Bamroli) in

South Zone-A (Udhana)(2nd Attempt).

SHORT DESCRIPTION ESTIMATED COST (Rs.)

Part- (A) Cement Concrete Road

Section- 1: SITE CLEARANCE

Section-2 : Milling Work

Section-3: Earthwork

Section-4: Earthwork In Filling

Section-5: Flexible Pavement

Section-6: Cement Concrete Pavement

Total Part- (A)

Part- (B) Drainage, Protective and Miscellaneous Works

Section-7: Drainage and Protective Works

Section-8: Miscellaneous

Total Part- (B)

Total of Part- (A) and Part- (B)

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

TENDER NOTICE NO.DMC/SZ-A/16/2025-26 (Work No.04)

Name of work: Construction of 18.23 mt T.P CC Road from F.P.No.29/C to F.P.No.41

in T.P.No.58 (Bamroli) in South Zone-A (Udhana)(2nd Attempt).

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction of 18.23 mt T.P CC Road from

F.P.No.29/C to F.P.No.41 in T.P.No.58 (Bamroli) in South

Zone-A (Udhana)(2nd Attempt).

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction of 18.23 mt T.P CC Road from F.P.No.29/C to F.P.No.41 in T.P.No.58

(Bamroli) in South Zone-A (Udhana)(2nd Attempt).

BILL OF QUANTITIES

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

General and Special Conditions of Contract, Technical Specifications and Drawings.

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

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

quantities of work ordered and carried out, as measured by the contractor and verified

by the Engineer.

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

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

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

it is otherwise provided under the Contract, include all constructional plant, labour,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities, and obligations set out or implied in the

Contract and including remedy of any defects during the Defects Liability Period.

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

(Rs) rounded to the nearest whole number.

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

the items provided in the Bill of Quantities. 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

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.

VOL II PRICE BID SMC

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

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

VOL II PRICE BID SMC

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

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

Part- (A) Cement Concrete Road

Section – 1 Site Clearance

Dismantling of structures on roadway,

including disposal of unserviceable material

and utilising the seviceable material free of

cost in permanent works as directed by the

Engineer with all leads and lifts etc.

a) Brick / Stone Masonary 60.00 577.92 CM

b) Plain Concrete 224.00 639.72 CM

c) Reinforced Concrete 112.00 1110.75 CM

d) Bituminous Pavement 2003.40 288.65 CM

e) Non Bituminous Pavement 1669.50 155.25 CM

Provision and fixing of traffic signs for

limited period at suitable locations 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

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.

VOL II PRICE BID SMC

Providing and installation of barricades

including supplying, painting with

fluorescent paint and fixing 1.25mm th.

M.S. CRC Plates with MS Channel ISMC

1.03 100 x 50 mm of 1.8m height and M.S. angle 333.00 124.72 SM

50 x 50 x 5 mm at 2.5m c/c and dismantling

the same after completion of work as

directed by Engineer and as per site

Reuse and shifting of barricades same as per

requirement during construction period and

1.04 dismantling the same after completion of 238.50 28.32 SM

work as directed by Engineer and as per site

Providing, fixing and maintaining the

1.05 blinkers at site during construction period as 22.00 3850.00 No.

directed by Engineer-in-charge.

Provision of metal drum/empty bitumen

drum delineator, 300 mm in diameter,

mm high, filled with earth for stability,

1.06 painted in circumferential strips of alternate 22.00 286.00 No.

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

IRC:SP:55-2001.

Permanent Type Barricade in Construction

Rolling and compaction of excavated

surface and/or filled surface of subgrade

with watering if required including filling in

depression which ccur during the process,

with vibratory roller 8-10 T capacity until

ubgrade achieve required FDD.

Carrying out Topographic survey in full

width of road showing location of inlet

chamber, machinehole 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

VOL II PRICE BID SMC

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.

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.

Milling the existing bituminous pavement

for a depth more than 100 mm but up to

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,

2.03 fuel, lubricant charges etc complete.

VOL II PRICE BID SMC

Total of Section-2

Section-3 : Earthwork

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

spoil, clear from the edge of excavation

including backfilling & disposal of surplus

spoil as directed by the Engineer with all

leads and lifts etc. complete.

Total of Section-3

Section-4: Earthwork in filling

Earth work in embankment for subgrade and

shoulders by using mechanical means with

approved material AS HARD MURRUM /

QUARRY SPOIL having 4 days soaked

CBR equal to or more than 12.5%, 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 static weight including all leads and

lifts etc. complete.

Providing and filling yellow soil with

necessary dumping filling of the trenches of

each layer not exceeding 150 mm depth of

including watering, ramming, consolidation,

labour charge & tests required to be carried

out etc. Complete.

Total of Section-4

Section-5: Flexible Pavement

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

mm etc.by the use of Rotavator and as

directed by engineer in charge. (200 mm

VOL II PRICE BID SMC

compacted thickness)

Supplying Fly ash including collecting,

5.02 carting, stacking and spreading the same as 0.00 572.00 MT

Supplying and carting of Hydrated lime

(CaO content not less than 70%) and

spreading the same with the excavated soil

5.03 and flyash thoroughly by Disc Harrowing or 0.00 6952.00 MT

Rotavator, as the case may be, including

watering etc. complete as directed by

engineer in charge.

Rolling and compaction of Subgrade with

T. vibratory roller and filling in depressions

which occur during the process as directed

by engineer in charge.

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

5.05 mechanical means spreading with motor 0.00 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.

Providing and laying Wet Mix Macadam

with paver finisher in specified thickness,

each layer not exceeding 100 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

VOL II PRICE BID SMC

Supplying and applying Slow Setting-1 (SS-

I) bitumen emulsion confirming to IS

for application of prime coat over Wet Mix

Macadam at the rate of 0.85 kg per Sq.Meter

5.07 area, including all materials, labour, 0.00 68.67 SM

machinery,test with all leads and lifts etc.,

complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

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

complete as per details in tender

specification & as directed by engineer in

Providing and laying DENSE GRADED

BITUMINOUS MACADAM 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

5.09 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

(A) 4.50% bitumen (Including cost of

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

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

VOL II PRICE BID SMC

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.

(A) 5.20% bitumen (including cost of

Collecting, carting and stacking Stone Dust

on road side as directed and flushing the

5.12 same on Bituminous surfaces at the rate of 0.00 2.47 SM

0.30 cmt. per 10 smt. as directed by

Engineer in charge.

Preparing surfaces by excavating with

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

150mm thick etc. sweeping with brooms and

finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

including carting of excavated stuff from

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.

Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading unloading in

suitable tanks/drums etc. Complete

a From Koyali refinery 0.00 918.96 MT

b From Vapi 0.00 755.34 MT

VOL II PRICE BID SMC

c From Mumbai 0.00 1426.54 MT

d From Hazira 0.00 265.84 MT

Total of Section-5

Section-6 : Cement Concrete Pavement

6.01 Providing and laying Granular Sub Base

(drainage layer) conforming to Grading V of

Table 400.2 of compacted thickness of

mm with specified graded stone metal and

sand mixed in pugmill and laid with

mechanical means spreading with motor 1864.00 1488.88 CM

grader and compacting with vibratory roller

having minimum 80-100KN static weight to

achieve desired density of 98% of MDD

including all material, labour, machinery

with all leads and lifts etc., complete.

6.02 Providing and laying Dry Lean Concrete sub

base including providing coarse and fine

aggregate to the specified gradation using

minimum cement content 150 kg/cum of

concrete with OPC 53 grade cement, mixing

of concrete as per approved design mix

using mechanized batch mix plant of

appropriate capacity, transporting and laying

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

VOL II PRICE BID SMC

6.03 Providing and laying Short Slab Concrete

Pavement Quality Concrete of M 40 grade

including providing 125 micron thick

impermeable plastic sheet membrane over

the surface to be covered, coarse and fine

aggregates of specified gradation (Table

600.3 MORT&H Rev 5th

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 lamicro fibers @

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 28 days and including

auto setup of tie bars inserted with paving

machine, tie bars, all types of joints and

finishing to the desired surface texture

including all material, labour, machinery,

formwork with all leads and lifts etc.

Short Slab Concrete Pavement (Without

Dowel Bar but with Sealant)

6.04 Providing & fixing IS Mark TMT Bar FE

500D reinforcement for R.C.C. workincl.

bending, binding & placing in position etc.

comp. Upto G.L./P.L.

6.05 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.

VOL II PRICE BID SMC

6.06 Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size &

shape, with approved pattern etc. of 100 mm

thick having average crushing strength of

N/mm2 on average thickness of 45 mm

uniformly graded river sand cushioning with

properly compacted with mechanical

compactor with required level, grade and

camber etc. complete as directed by

Engineer-In-charge. (Excluding Sand bed)

6.07 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

vacumm press kerb stone

(D) 600(L)*375(H)*100(Thick) precast

vacumm press kerb stone

6.08 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 :

Part of stone dust) including watering, test

required to be carriedout etc. complete and

as directed by Engineer-incharge. 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,

VOL II PRICE BID SMC

W-width T-thickness)

6.09 Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x 380 mm)

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

block manufacturer and setting in line, level

and in truly vertical position, including

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

Part of cement 1 part of coarse sand) smooth

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

Part of stone dust) including watering, test

required to be carriedout etc. complete and

as directed by Engineer-in-charge).

including watering, labour, tests required to

be carried out, machinery, equipments

required to execute this item etc. complete.

(A) For regular edge of footpath 0.00 228.00 R.M.

(B) For roundling at the edge of footpath

(For fanning portion

6.10 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

(A) Regular Paver Block (With Colour) 1021.00 524.00 SM

(B) C & D Waste Paver Block (With

6.11 Providing and fixing in position readymade

cement concrete Water Drain Channel (

x 300 x 100 mm ) M-30 Grade with all

labour, material, testing charge etc. complete

VOL II PRICE BID SMC

as per details in tender specification & as

directed by engineer in charge.

6.12 Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading

etc.complete.with all labour, material charge 0.00 60.00 No.

etc. complete as perdetails in tender

specification & as directed by engineer in

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

mm(Type D) ( set 4)

6.13 Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

stacking of serviceable material carting at 222.60 50.11 SM

SMC store disposal of unserviceable

material with all lead and lift.

6.14 Providing and applying two coats of

synthetic enamel paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

6.15 Providing & laying cement concrete 1:2:4 (1

cement:2 sand:4 graded stone agg. 20 mm

nominal size)& curing comp. Includ.cost of

form work but exclu. Cost of reinforcement 9.28 3741.69 CM

for reinforced concrete work in : (A)

Foundation,footing, Base of columns and

6.16 Providing and laying cement concrete

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

grade concrete as per drawing purchased

from SMC's approved Manufacturer' if

precast kerb laying and as directed by

Engineer with all leads, lifts etc. complete. ( 742.00 380.00 R.M.

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

M-20 grade pre cast Kerbs for Fixing at

edge of PQC as per drawing and as directed

by Engineer with all leads, lifts etc.

VOL II PRICE BID SMC

6.17 Pavement marking with hot applied

thermoplastic paints of 2.5mm thickness

including reflectorising glassbeads @

250gms per sqm area, thickness of 2.5mm is

exclusive of surface applied glass beads as

per IRC:35. The finished surface to be level,

uniforom and free from streaks & hoels

For Edge line marking of 15cm width 222.60 367.72 SM

For Center Line marking of 10cm width 24.90 367.72 SM

6.18 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

100 mm and with minimum reflective area 331.00 217.40 No.

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 +/-

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)

VOL II PRICE BID SMC

6.19 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

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

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.

6.20 Cautionary Warning Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-

2012. Pre treated with phospheting process

& acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM 8.00 3906.19 No.

D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x

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

VOL II PRICE BID SMC

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 sheeting

6.21 Facility Informatory Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

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 sheeting.

VOL II PRICE BID SMC

6.22 Direction (Junction) Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 244x122 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required

and frame fabricated from 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 blockof size 45 x 45 x

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 sheeting.

Total of Section-6

Total of Part- (A) Cement Concrete Road

Part- (B) Drainage, Protective and Miscellaneous Works

Section 7: Drainage and Protective Works

7.01 Providing and laying PCC M-15 grade for

embeddment (encassing) of water pipelines

with the maximum size of coarse aggregate

20 mm including necessary form work,

mixing, vibrating, curing by sprinkling /

ponding of water for 14 days etc. complete.

7.02 Providing and casting in situ ordinary

cement concrete M 20 for R.C.C. solid slab

including centring scaffolding curing and

finishing complete.

VOL II PRICE BID SMC

(a) Brick work (Modular Type) using common

burnt clay building brick having crushing

strength not less than 35Kg/sq.cm in

foundation and plinth in cement mortar (1:6)

(1 Cement : 6 fine sand) for Utility

(b) Providing, laying & compacting 150 mm thk

rubble soling for the foundation of the 0.00 1064.80 CM

Utility crossing Chambers

(c) Providing 15 mm thk. Cement plaster 1:3 for

7.04 Providing & supplying heavy duty I.S.I.

mark RCC precast manhole frame with

cover at site as per design for circular

manhole complete

(A) For Circular manhole 10.00 2294.00 No.

7.05 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 I.S.I. 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 cover the manhole with

M.S. plate during execution of each layer of

C.C.pavement and cleaning the manhole

from all road debris falled inside the

manhole during construction activity &

certified the same from engineer in charge

abut cleaned manhole.

(1) For the depth upto 875mm 21.00 3826.63 No.

(2) For the depth upto 425mm 0.00 2146.80 No.

7.06 Dewatering: In all sorts of soil and soft

murrum, hard murrum and boulders, soft

rock, Hard rock, upto 1.5 mt. depth from

Extra for dewatering in all sorts of strata's,

for each 1.5 mt. or part thereof beyond 1.5 630.00 11.50 CM

VOL II PRICE BID SMC

7.07 Dewatering by pumping set of required

capacity including temporary plaform

carting pumping at site and fixing the same 35.00 18.32 HP/HR

in position including all accessories, and

fuel and labour etc. complete.

7.08 Sewer machineholes

Providing and constructing Sewer

machineholes, scraper 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 necessary 100mm

coping with reinforcement in R.C.C.M200

fixing C.I.steps and fixing machinehole

frame and covers (But excluding supply of

machinehole frame and covers) over

machineholes and house connection

chambers and fixing machinehole covers

(but excluding supplying of machinehole

covers) over scraper 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) machinehole type "A" circular type

having inside diameter of 1200mm for depth

upto 1.5 m depth (for 150mm to 500mm dia

1. machinehole type "A" as above for 1.0 M

2. Extra depth beyond 1.0 M but upto 1.5 M

depth for "A" type machinehole

(B) 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. machinehole type "B" as above but upto

2. machinehole type "B" as above but upto

3. machinehole type "B" as above but upto

4. Extra depth beyond 2.1 M but upto 4.0 M

depth for type "B" machinehole

VOL II PRICE BID SMC

(C) machinehole type "C" circular type

having inside diameter of minimum

1500mm and for depth beyond 4.0 m to

m (for 150mm to 1800mm dia sewers)

1. machinehole type "C" as above but upto

2. Extra depth beyond 4.0 M and up to

M depth for type "C" machinehole above. 0.00 18786.00 Rmt

D) machinehole type "D" circular type

having inside diameter of minimum

1500mm and for depth beyond 6 M to 10 M

(for 150mm to 500mm diameter sewers)

1. machinehole type "D1" as above but up to

2. Extra depth beyond 6.0m and up to 10 mt

depth but type "D1"

(E) machinehole type "D2" circular type

having inside diameter of minimum

1500mm and for depth beyond 6.0 M to

M (for 600mm to 1000mm dia sewers)

1. machinehole type "D2" as above but up to

2. Extra depth beyond 6.0 M and up to

M depth for type "D2" machinehole above. 0.00 22121.00 Rmt

(F) machinehole type "D3" circular type

having inside diameter of minimum

mm and for depth beyond 6.0 m to 10.0 m

(for 1100mm to 1800mm dia. sewers).

1. machinehole type "D3" as above but up to

2. Extra depth beyond 6.0 m and up to

m depth for type "D3" machinehole above. 0.00 26015.00 Rmt

(G) Scraper machinehole type "S1"

rectangular type having inside dimension

1500mm x 1500mm for 600mm dia to

1200mm dia sewer pipes and for depth

1. Scraper machinehole type "S1" as above

but up to 2.5 m depth.

2. Extra depth beyond 2.5 m and up to 9.0 m

depth for type "S1" scraper machinehole 11.00 31907.00 Rmt

(H) Scraper 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 machinehole type "S2" as above

but up to 2.5m depth.

VOL II PRICE BID SMC

2. Extra depth beyond 2.5 m and up to 9.0 m

depth for type "S2" scraper machinehole 11.00 20370.00 Rmt

7.09 RCC precast M.H. frame & cover

manufacture, supply & Delivery at store or

at site of work precast RCCM-200 frame &

cover suitable to drainage M.H. and as per

type design & Drawing including cost of

reinforcement M.S. Angles or Flat, curing

(A) For circular machinehole of ISI marks

(Heavy duty) 560 mm dia.

(B) For scrapper machinehole. 4.00 7289.00 No.

7.10 Providing and Supplying ISI standard

R.C.C.pipes (of Sulphate Resisting Cement)

instandard lengths of following class and

diameter suitable for either collar jointsor

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to department stores,

stacking etc. complete. (IS458/ 1989) Note:

One collar should be supplied with each full

length plainended RCCpipe, cost included in

rates below. One rubber ring should be

supplied with each full length socketed pipe,

cost included in rates below.

Lowering, laying and jointing RCC pipes in

C.M.1:11/2 of following diameters inproper

position, gradean dalignmentat all levelas

directed by Engineer-in-charge including

conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI

Class NP2 Test Pressure 0.7 Kg. / sq. cm.

VOL II PRICE BID SMC

7.11 Providing and Supplying ISI standard

R.C.C. pipes (of Sulphate Resisting Cement)

in standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to department stores, stacking

etc. complete. (IS 458 /1989) Note: One

collar should be supplied with each full

length plainended RCC pipe, cost included

in rates below. One rubber ring should be

supplied with each full length socketed pipe,

cost included in rates below.

Lowering, laying and jointing RCCpipes in

C.M.1:11/2 of following diameters inproper

position, gradeand alignment at all level as

directed by Engineer-in-charge including

conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI

Class NP3 Test Pressure 0.7 Kg. / sq. cm.

7.12 Providing and Supplying ISI standard

R.C.C.pipes (of Sulphate Resisting Cement)

in standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to department stores,

stacking etc. complete. (IS 458 / 1989) Note:

One collar should be supplied with each full

length plainended RCCpipe, cost included in

rates below. One rubber ring should be

supplied with each full length socketed pipe,

cost included in rates below.

Lowering, laying and jointing RCC pipes in

C.M. 1:11/2 of following diameters inproper

position, grade and alignment at all level as

directed by Engineer-in-charge including

conveyance from stores to site of work,

labour, giving hydraulic testing as per ISI

Class IRS / NP4

VOL II PRICE BID SMC

7.13 Providing & Constructing machinehole as

per type & design with necessary

excavation, p.c.c. in1:4:8, benching in1:2:4,

brick masonary in C.M.1:4, 12mmth. inside

plaster in C.M.1:3, Prov. & fixingr. c.c.mh.

frame & cover in c.c. 1:2:4, & 150mmth.

R.C.C. slab in 1:1.5:3 including Prov. fixing

polypropelene Steps etc. comp.

"A" TYPE machinehole Sewer size : up to

600 mm dia. , Chamber Size : 1200 mm x

1000 mm Shallow 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 machinehole Sewer size : up to

1000 mm dia., Chamber Size : 1500 mm x

1000 mm Shallow 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

"B2" TYPE machinehole Sewer size : up to

1000 mm dia., Chamber Size : 1500 mm x

1000 mm Deep 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

Add. or ded. per every 10 cm increase or

decrease in depth

B3" TYPE machinehole Sewer size : up to

1000 mm dia., Chamber Size : 1500 mm x

1000 mm Deep machinehole with access

shaft depth 4.0 mt to 6.0 mt Access Shaft

Size : 850 mm x 850 mm Rate For 6.0 mt

Add. or ded. per every 10 cm increase or

decrease in depth

"C1" TYPE machinehole Sewer size :

1100mm to 1400 mm dia., Chamber Size :

1800 mm x 1000 mm Shallow 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

"C2" TYPE machinehole Sewer size :

1100mm to 1400 mm dia., Chamber Size : 0.00 63202.00 No.

2400 mm x 1000 mm Deep machinehole

VOL II PRICE BID SMC

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

C3" TYPE machinehole Sewer size :

mm to 1400 mm dia., Chamber Size :

mm x 1200 mm Deep machinehole with

access shaft depth 4.0 mt to 6.0 mt. Access

Shaft Size : 850 mm x 850 mm Rate For

Add. or ded. per every 10 cm increase or

decrease in depth

"D1" TYPE machinehole Sewer size :

mm to 1800 mm dia., Chamber Size :

mm x 1000 mm Shallow 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 machinehole Sewer size :

mm to 1800 mm dia., Chamber Size :

mm x 1200 mm Deep machinehole with

access shaft depth 2.5 mt to 4.0 mt Access

Shaft Size : 850 mm x 850 mm Rate For

Add. or ded. per every 10 cm increase or

decrease in depth

"D3" TYPE machinehole Sewer size :

mm to 1800 mm dia., Chamber Size :

mm x 1200 mm Deep machinehole with

access shaft depth 4.0 mt to 6.0 mt. Access

Shaft Size : 850 mm x 850 mm Rate For

Add. or ded. per every 10 cm increase or

decrease in depth

E" TYPE machinehole Sewer size :

mm to 2200 mm dia., Chamber Size :

mm x 1500 mm Deep machinehole with

access shaft depth 4.5 mt to 6.0 mt. Access

Shaft Size : 850 mm x 850 mm Rate For

Add. or ded. per every 10 cm increase or

decrease in depth

VOL II PRICE BID SMC

7.14 Providing constructing brick masonary

INLETCHAMBER OF 750*600*1500mm

internal dimension with necessary

excavation refilling 350mm th Br.masonary

in C.M1:4, 150mm 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

Add. or ded. per every 10 cm increase or

decrease in depth

7.15 Making Connection (a) upto 900mm dia 20.00 1100.00 No.

Making Connection (b) 900mm to 1600mm

Making Connection (c) More than 1600mm

Total of Section-7

Section-8 : Miscellaneous

8.01 Excavation for pipe line trenches for water

supply, sewerage line, manhole 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 soft murrum

(A) Upto 1.5 Mt. depth from G.L. 0.00 89.00 CM

(B) 1.5 Mt. TO 3.00 Mt. Depth 0.00 98.00 CM

8.02 Providing , Carting, Conveying, Stacking,

Lowering, Laying and Jointing of ISI

Standard R.C.C.pipes conforming to

relevant IS Code & marked on it in standard

lengths of following class and diameter

suitable for either collar joints or rubber ring

joints including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking

Note: One rubber ring should be supplied

with each full length socketed pipe, cost

included in rates below.

VOL II PRICE BID SMC

(A) 150 mm dia (NP2 Class)-For

Connection Line

(B) 250 mm dia (NP3 Class) 0.00 638.55 R.M.

(C) 300 mm dia (NP2 Class) 0.00 808.85 R.M.

(D) 300 mm dia (NP3 Class) 0.00 891.85 R.M.

(E) 450 mm dia (NP3 Class) 0.00 1557.65 R.M.

8.03 Providing and constructing rectangular brick

masonry chamber for house connection as

per type design in brick masonry in C. M.

1:3 including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and

outside 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.

8.04 Providing & supply of R.C.C. precast M.H.

frame & cover-Light duty for house 10.00 1733.00 No.

connection chamber.

8.05 Providing and Fixing RCC precast inlet

chamber cover of M-30 Grade as per

drawing and specification.

(B) Size-600 mm x 450 mm 0.00 692.00 No.

8.06 Removing and resetting Existing paver

block, including all watering leveling,

cleaning, labour & Equipments chagres etc.

complete as per details in tender

specification & as directed by engineer in

8.07 Removing & resetting existing ready

made C.C.Kerb of strength of required size

& thickness in line,level and truly vertical

position ,including filling joints in

C.M.1:1(1part of cement 1 part of coarse 0.00 56.00 R.M.

sand) smooth pointing in C.M.1:1 (1part of

cement : 1 part of stone dust )including

watering etc.complete as directed by

engineer-in-charge.

VOL II PRICE BID SMC

8.08 Providing and fixing steel work welded in

built up section, framed work including

cutting, hoisting and fixing in position and 0.00 90.47 Kg.

applying priming coat of red lead paint.

8.09 Providing and applying two coats of

synthetic enamel paint to Steel railing as per

Technical Specification and as directed by

8.10 Providing and laying in-situ PCC M20 grade

cement concrete in foundations of Railing

including formwork, transporting, placing,

compacting, finishing, curing, etc. complete

with all leads and lifts as per drawing &

specification and as directed by Engineer.

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 etc. comp.

8.12 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.

VOL II PRICE BID SMC

8.13 Making lead joint perfectly water tight. etc.

complete.Lead and spun yarn shall be issued

8.14 Making Tyton Rubber Gasket with specials

of D.I. Fittings

8.15 Cutting the C.I/D.I. Pipe in pieces as necessary

for fitting the special like Tee,bend etc.

(a) Pipe thickness up to 10mm. 2.00 138.00 R.M.

(b)Pipe thickness 11mm to 20 mm 2.00 172.50 R.M.

(c) Pipe thickness 21 mm to 33 mm 0.00 195.50 R.M.

VOL II PRICE BID SMC

8.16 Chamfering D.I. Pipes as necessary for fitting

the specials like Tee, Bend etc. complite

8.17 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 1.00 500.00 No.

(b) Dia.of pipe from 350 up to 600mm 1.00 1000.00 No.

8.18 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 Item No.5

VOL II PRICE BID SMC

8.19 Providing and laying C.C 1:3:6 (1- cement :3-

coarse sand : 6- graded stone aggregate of

mm nominal size)and curing , compacting

including cost of form work for P.C.C.

8.20 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

50Kg/Sq.cm. brick masonary as per the detailed 15.65 2914.86 CM

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

8.21 Providing and applying 10 mm thick cement

plaster in single coat on brick / concrete walls

similar surface for plastering and finished even

and smooth with a floating coat of neat cement

slurry mixed with admixture of lime required 136.08 114.13 SM

proportion etc. complete in C.M. 1:3 (1 cement :

3 sand) as directed by the Engineer-in-

charge.(As per R&B SOR 2011-12, Page No11,

8.22 Providing and laying M-20 nominal mix

concrete (I.e in prporation of CM 1:1-1/2:3 (1-

cement : 1-1/2 -fine Agg.and 3- 20 mm nominal

size kapachi) including cost of form work but

excluding cost of reinforcement including curing

8.23 Providing, Cleaning straghtening, Cutting,

bending binding in position TMT bar for

Reinforced concrete work confirming to IS 1786 302.78 44.84 Kg.

and Mild steel reinforcement confirming to IS

8.24 Providing and fixing C.I \PVC steps of size

300 x 150 x 25 mm in the masnory chamber.The

steps shall be fixed at the time of constructing

8.25 Providing & fabricating the clamping

arrangement for caps,plugs at the open end of

the pipe line inclg. necessary excavation

dewatering if any,welding fabrication ,nuts

,bolts etc comp. as per the direction of engineer

8.26 Provding & laying 1:2:4 C.C for the thrust

block inclg. cost of form work. 0.00 3203.72 CM

VOL II PRICE BID SMC

8.27 Providing & fixing R.C.C.Precast Manhole

Frame with cover in M-350 as per drawing for

Manhole suitable for 450x600 cm opening of

M.H. including cost of reinforcement M.S.

Angles or Flate, curring mold work

8.28 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 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-in-charge.

8.29 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.

8.30 Providing D.I./ D.P. So. and Sp. Pipes &

Specials of L.A. Class with or without cement

8.31 Providing D.I. Double Flange Sluice Valve with

the sets of tail pieces of approved Quality.

VOL II PRICE BID SMC

8.32 Providing D.I. Fittings

VOL II PRICE BID SMC

8.33 Providing C.I. Fittings

VOL II PRICE BID SMC

VOL II PRICE BID SMC

8.34 Providing Spun Yarn for lead joint 5.00 90.00 Kg.

8.35 Providing pig lead joint 5.00 265.00 Kg.

8.36 Providing, supplying, lowering, laying, jointing

of MDPE pipe conforming to ISO -

including compression fitting conforming to

ISO/DIS 14236 such as female adopter, elbow,

bend, reducer, Tee required for house service

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.

8.37 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.

8.38 Providing and fixing brass ferrule of approved

make of following sizes inclusive of all taxes,

insurance, transportation etc. complete.

VOL II PRICE BID SMC

8.39 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. complete.

8.4 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

Total of Section-8

Total of Part- (B) Drainage, Protective and Miscellaneous Works

Total of Part (A) & (B) Amount

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

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 18.23 mt T.P CC Road from F.P.No.29/C to

F.P.No.41 in T.P.No.58 (Bamroli) in South Zone-A (Udhana)(2nd

Deputy Municipal Commissioner,

On behalf of Surat Municipal Corporation,

South Zone-A (Udhana), 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.

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.

VOL II PRICE BID SMC

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.