Construction of 18.23 mt T.P CC Road from F.P.No.26 to F.P.No.60 in T.P.No.1 (Udhana-Majura) in South Zone-A (Udhana).

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

F.P.No.26 to F.P.No.60 in T.P.No.1 (Udhana-

Majura) in South Zone-A (Udhana)

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 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 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 Probable 21/02/2026 after 11:00 hrs. in the office of

(Online) R.D.D., Muglisara, Surat Municipal Corporation

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.26 to

F.P.No.60 in T.P.No.1 (Udhana-Majura) in South Zone-A

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.26 to F.P.No.60 in T.P.No.1 (Udhana-Majura) in

South Zone-A (Udhana)

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.02)

Name of work: Construction of 18.23 mt T.P CC Road from F.P.No.26 to F.P.No.60 in

T.P.No.1 (Udhana-Majura) in South Zone-A (Udhana)

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.26 to F.P.No.60 in T.P.No.1 (Udhana-Majura) in South

Zone-A (Udhana).

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.26 to F.P.No.60 in T.P.No.1

(Udhana-Majura) in South Zone-A (Udhana)

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 c3 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

1.01 and utilising the seviceable material free of

cost in permanent works as directed by the

Engineer with all leads and lifts etc. complete

a) Brick / Stone Masonary 140.00 550.40 CM

b) Plain Concrete 512.00 609.26 CM

c) Reinforced Concrete 584.00 1057.85 CM

d) Bituminous Pavement 4643.18 288.65 CM

e) Non Bituminous Pavement 3869.32 155.25 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

1.02 edge of the carriageway in case of un-kerbed 114.00 1800.00 No.

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.

Providing and installation of barricades

including supplying, painting with fluorescent

paint 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 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 requirements.

VOL II PRICE BID SMC

Reuse and shifting of barricades same as per

requirement during construction period and

1.04 dismantling the same after completion of 540.00 28.32 SM

work as directed by Engineer and as per site

Providing, fixing and maintaining the blinkers

1.05 at site during construction period as directed 114.00 3850.00 No.

by Engineer-in-charge.

Provision of metal drum/empty 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

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

1.08 road along with level survey of road for road 0.85 7000.00 KM

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

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

2.01 diversion of traffic, removing milled materials 0.00 67.86 SM

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.

VOL II PRICE BID SMC

Milling the existing bituminous pavement for

a depth more than 50 mm but up to 100 mm

by milling machine in a single cutting depth

to make a uniform surface without disturbing

the base including 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 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

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

VOL II PRICE BID SMC

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.

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

5.01 breaking the soil into pieces less than 20 mm 0.00 19.84 CM

etc.by the use of Rotavator and as directed by

engineer in charge. (200 mm compacted

Supplying Fly ash including collecting,

5.02 carting, stacking and spreading the same as 0.00 553.00 MT

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 or 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.

VOL II PRICE BID SMC

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 1456.67 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,

5.06 with watering and spreading by mechanical 0.00 1616.91 CM

means to required profile and compacting by

vibratory roller of minimum 80-100 kN static

weight to achieve desired density of 98% of

MDD including all material, labour,

machinery with all leads and lifts etc.

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.

Supplying and applying Rapid Setting-1 (RS-

I) bitumen emulsion confirming to IS

for application of Tack coat before

application of binder course at the rate of

5.08 kg. per Sq. Meter area, including all 0.00 12.50 SM

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

Providing and laying DENSE GRADED

BITUMINOUS MACADAM as per

gradation and bitumen for mixing shall be

as arrived from mix design, provided in no

case it shall be less than 4.0% for Grade I and

4.5% for Grade II by wt. of total mix as

binder by batch mix type hotmix plant and

laying by sensor paver finisher including

consolidation by rollers as specified including

providing and operating plant, sensor paver

VOL II PRICE BID SMC

and machinery, cost of fuel, oil lubricant and

labour charges including cost of aggregate

and filler (if found required as per mix

design)etc complete

(A) 4.50% bitumen (Including cost of

Supplying and applying Rapid Setting-1 (RS-

I) bitumen emulsion confirming to IS

for application of Tack coat before

application of wearing course at the rate of

5.10 0.25 kg. per Sq. Meter area, including all 0.00 11.77 SM

materials, labour, machinery,tests required to

be carried out with all leads and lifts etc.,

complete as per details in tender specification

& as directed by engineer in charge.

Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

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

5.11 plant and laying by sensor paver finisher

including consolidation by rollers as

specified including providing and operating

plant, sensor paver and machinery, cost of

fuel, oil, lubricant and labour charges

including cost of aggragate and filler (if found

required as per mix design) etc. complete

(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 2.41 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.

VOL II PRICE BID SMC

including carting of excavated stuff from site.

Picking of the bituminous surface using JCB

excavator or by any mechanical means,

cleaning and removal of loose and unsuitable

material on the road surface 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

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 0.00 922.41 MT

b From Vapi 0.00 757.18 MT

c From Mumbai 0.00 1438.73 MT

d From Hazira 0.00 262.68 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 4305.00 1456.67 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 1863.13 2937.00 CM

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

VOL II PRICE BID SMC

construction joints, including all material,

labour, machinery with all leads and lifts etc.,

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 2013 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:

class lamicro fibers @ 910 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

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.

VOL II PRICE BID SMC

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.

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

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

VOL II PRICE BID SMC

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, 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 : 1 Part of stone

dust) including watering, test required to be

carriedout etc. complete and as directed by

Engineer-in-charge). including watering,

labour, tests required to be carried out,

machinery, equipments required to execute

this item etc. complete.

(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

mm thickness (M-35), purchased from SMC's

approved paverblock manufacture only and

fixing on fine sand bedding. Item includes

levelling by using vibratory plates compacted

machine. Item also includes all material

colour, equipments, tools, plants, watering,

cleaning etc. complete.

(A) Regular Paver Block (With Colour) 2335.00 524.00 SM

(B) C & D Waste Paver Block (With Colour) 0.00 408.50 SM

6.11 Providing and fixing in position readymade

cement concrete Water Drain Channel ( 600 x

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

material, testing charge etc. complete as per

details in tender specification & as directed

by engineer in charge.

VOL II PRICE BID SMC

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 etc. complete as

perdetails in tender specification & as

directed by engineer in charge.

(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 509.40 47.72 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 21.23 3637.34 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. ( 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. complete.

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 509.40 367.72 SM

For Center Line marking of 10cm width 56.70 367.72 SM

VOL II PRICE BID SMC

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 of 13 Sqcm on

each side and the slope to the base shall be

+/- 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)

6.19 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 18.00 3540.12 No.

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.

VOL II PRICE BID SMC

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 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 18.00 3906.19 No.

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

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

VOL II PRICE BID SMC

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.

6.22 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 4.00 21287.51 No.

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 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.

Total of Section-6

Total of Part- (A) Cement Concrete Road

Part- (B) Drainage, Protective and Miscellaneous Works

VOL II PRICE BID SMC

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

(a) Brick work (Modular Type) using common

burnt clay building brick having crushing

strength not less than 35Kg/sq.cm in 0.00 4237.00 CM

foundation and plinth in cement mortar (1:6)

(1 Cement : 6 fine sand) for Utility Chambers

(b) Providing, laying & compacting 150 mm thk

rubble soling for the foundation of the Utility 0.00 1064.80 CM

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 20.00 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

(1) For the depth upto 875mm 44.00 3826.63 No.

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

VOL II PRICE BID SMC

7.06 Dewatering: In all sorts of soil and soft

murrum, hard murrum and boulders, soft 1276.10 19.55 CM

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 thereof beyond 1.5 mt. 1276.10 11.50 CM

7.07 Dewatering by pumping set of required

capacity including temporary plaform carting

pumping at site and fixing the same in 70.00 18.32 HP/HR

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.

(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 6.0 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 6.0 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 10.0 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 1900 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 10.0 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 2.5 m

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 21.00 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.

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

depth for type "S2" scraper machinehole 21.00 20370.00 Rmt

VOL II PRICE BID SMC

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. 7.00 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.

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.

VOL II PRICE BID SMC

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

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

VOL II PRICE BID SMC

"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 0.00 45914.00 No.

depth 2.5 mt to 4.0 mt Access Shaft Size :

mm x 850 mm Rate For 4.0 mt Depth

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 0.00 77690.00 No.

depth 4.0 mt to 6.0 mt Access Shaft Size :

mm x 850 mm Rate For 6.0 mt Depth

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 :

2400 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

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 0.00 61679.00 No.

access shaft depth 2.5 mt to 4.0 mt Access

Shaft Size : 850 mm x 850 mm Rate For

VOL II PRICE BID SMC

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 : 2000 mm

to 2200 mm dia., Chamber Size : 3000 mm x

1500 mm Deep machinehole with access shaft 0.00 141200.00 No.

depth 4.5 mt to 6.0 mt. Access Shaft Size :

850 mm x 850 mm Rate For 6.0 mt Depth

Add. or ded. per every 10 cm increase or

decrease in depth

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 48.00 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

VOL II PRICE BID SMC

(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 etc. complete.

Note: One rubber ring should be supplied

with each full length socketed pipe, cost

included in rates below.

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

(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 25.00 7922.00 No.

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. excavation.

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

frame & cover-Light duty for house 25.00 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. 0.00 102.00 SM

complete as per details in tender specification

& as directed by engineer in charge.

VOL II PRICE BID SMC

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.

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 0.00 65.31 SM

Specification and as directed by the Engineer.

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 free

8.14 Making Tyton Rubber Gasket with specials of

8.15 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. 3.00 138.00 R.M.

(b)Pipe thickness 11mm to 20 mm 3.00 172.50 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

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

coarse sand : 6- graded stone aggregate of 40 mm

nominal size)and curing , compacting including

cost of form work for P.C.C.

VOL II PRICE BID SMC

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 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)

8.21 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 304.56 114.13 SM

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

sand) as directed by the Engineer-in-charge.(As

per R&B SOR 2011-12, Page No11, 12, Ch-17,

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 677.65 44.84 Kg.

and Mild steel reinforcement confirming to IS

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

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

shall be fixed at the time of constructing the

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 in

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

block inclg. cost of form work. 0.00 3203.72 CM

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 15.00 2569.00 No.

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

or Flate, curring mold work etc.complete.

VOL II PRICE BID SMC

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 the area till the 0.00 18.28 HP/HR

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 lining.

8.31 Providing D.I. Double Flange Sluice Valve with

the sets of tail pieces of approved Quality.

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 - 4427 including

compression fitting conforming to ISO/DIS

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.

VOL II PRICE BID SMC

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.

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

VOL II PRICE BID SMC

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.26 to F.P.No.60 in

T.P.No.1 (Udhana-Majura) in South Zone-A (Udhana)

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.

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.

VOL II PRICE BID SMC

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.