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)(4th Attempt)

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

(Bamroli) in South Zone-A (Udhana)(4th

Uploading of tender documents 08/09/2026

Last date of Document 28/09/2026 UP TO 18.00 Hrs.

Last date of Online bid 28/09/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 18/09/2026 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 18/09/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 08/10/2026, 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)(4th

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)(4th 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.03)

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)(4th 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)(4th 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)(4th 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 S.O.R. 2024-25

ITEM DESCRIPTION QTY PER AMOUNT

NO. without GST &

Part- (A) Cement Concrete Road

Section – 1 Site Clearance

Dismantling of structures on

roadway, including disposal of

unserviceable material and

1.01 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 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

1.02 of the carriageway in case of un- 22.00 1800.00 No.

kerbed roads, the bottom edge of

the lowest sign plate to be not

less than 2 m above the road

level, fixed on 60 mm x 60 mm x

6 mm angle iron post, founded

and installed as per approved

design and drawings, removed

and disposed of after completion

of construction work, all as per

IRC:SP:55-2001.

VOL II PRICE BID SMC

ITEM S.O.R. 2024-25

ITEM DESCRIPTION QTY PER AMOUNT

NO. without GST &

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 333.00 124.72 SM

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.

Reuse and shifting of barricades

same as per requirement during

construction period and

1.04 dismantling the same after 238.50 28.32 SM

completion of work as directed

by Engineer and as per site

Providing, fixing and

maintaining the blinkers at site

during construction period as

directed by Engineer-in-charge.

Provision of metal drum/empty

bitumen drum delineator,

mm in diameter, 800 mm high,

filled with earth for stability,

1.06 painted in circumferential strips 22.00 286.00 No.

of alternate black and white

mm wide fitted with reflectors

Nos of 7.5 cm dia, all as per

IRC:SP:55-2001.

Permanent Type Barricade in

Construction Zone

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.

VOL II PRICE BID SMC

ITEM S.O.R. 2024-25

ITEM DESCRIPTION QTY PER AMOUNT

NO. without GST &

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

1.08 along with level survey of road 0.371 8800.00 KM

for road profile at minimum

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 diversion of

2.01 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

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

2.02 (within 12 km lead) including

loading and unloading, all leads

and lift, fuel, lubricant charges

VOL II PRICE BID SMC

ITEM S.O.R. 2024-25

ITEM DESCRIPTION QTY PER AMOUNT

NO. without GST &

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

2.03 etc complete.

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

3.01 excavated spoil, clear from the 5475.96 109.21 CM

edge of excavation including

backfilling & disposal of surplus

spoil as directed by the Engineer

with all leads and lifts etc.

Total of Section-3

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

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 -

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

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 0.00 20.33 CM

than 20 mm etc.by the use of

Rotavator and as directed by

engineer in charge. (200 mm

compacted thickness)

Supplying Fly ash including

5.02 collecting, carting, stacking and 0.00 572.00 MT

spreading the same as directed.

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

Supplying and carting of

Hydrated lime (CaO content not

less than 70%) and spreading the

same with the excavated soil and

5.03 flyash thoroughly by Disc 0.00 6952.00 MT

Harrowing or Rotavator, as the

case may be, including watering

etc. complete as directed by

engineer in charge.

Rolling and compaction of

Subgrade with 8 T. vibratory

5.04 roller and filling in depressions 0.00 33.09 CM

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 150 mm with

specified graded stone metal and

sand mixed in pugmill and laid

with mechanical means spreading

with motor grader and

compacting with vibratory roller

having minimum 80-100 kN

static weight to achieve desired

density of 98% of MDD

including all materials, labour,

machinery with all leads and lifts

etc., complete.

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 and lifts etc.

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

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

5.07 0.85 kg per Sq.Meter area, 0.00 68.67 SM

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 0.27 kg. per

5.08 Sq. Meter area, including all 0.00 15.16 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

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

5.09 laying by sensor paver finisher

including consolidation by rollers

as specified including providing

and operating plant, sensor paver

and machinery, cost of fuel, oil

lubricant and labour charges

including cost of aggregate and

filler (if found required as per

mix design)etc complete

(A) 4.50% bitumen (Including

cost of bitumen)

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

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 0.25 kg. per

5.10 Sq. Meter area, including all 0.00 14.24 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

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

5.11 mix plant and laying by sensor

paver finisher including

consolidation by rollers as

specified including providing

and operating plant, sensor paver

and machinery, cost of fuel, oil,

lubricant and labour charges

including cost of aggragate and

filler (if found required as per

mix design) etc. complete

(A) 5.20% bitumen (including

cost of bitumen)

Collecting, carting and stacking

Stone Dust on road side as

directed and flushing the same on

5.12 Bituminous surfaces at the rate 0.00 2.47 SM

of 0.30 cmt. per 10 smt. as

directed by Engineer in

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

Preparing surfaces by excavating

with spades, scraping with

shovel, brushing with wire

brushes for removing caked mud

up to 150mm thick etc. sweeping

with brooms and finally fanning

the cleaned surface with gunny

bags to remove all loose dirt etc.

including carting of excavated

stuff from site.

Picking of the bituminous surface

using JCB excavator or by any

mechanical means, cleaning and

removal of loose and unsuitable

material on the road surface

5.14 including cost of fuel, oil, 0.00 4.81 SM

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.

a From Koyali refinery 0.00 918.96 MT

b From Vapi 0.00 755.34 MT

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 100 mm

with specified graded stone metal

and sand mixed in pugmill and laid

with mechanical means spreading

with motor grader and compacting

with vibratory roller having

minimum 80-100KN static weight to

achieve desired density of 98% of

MDD including all material, labour,

machinery with all leads and lifts

etc., complete.

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

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- 801.36 3073.00 CM

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

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:

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

VOL II PRICE BID SMC

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 1024.00 7407.00 CM

6.04 Providing & fixing IS Mark

TMT Bar FE 500D

reinforcement for R.C.C.

workincl. bending, binding &

placing in position etc. comp.

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 50 N/mm2 on average

thickness of 45 mm uniformly

graded river sand cushioning

with properly compacted with

VOL II PRICE BID SMC

mechanical compactor with

required level, grade and camber

etc. complete as directed by

Engineer-In-charge. (Excluding

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

precast vacumm press kerb stone

precast vacumm press kerb stone

precast vacumm press kerb stone

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 : 1 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

VOL II PRICE BID SMC

this item etc. complete. (H-

Height, W-width T-thickness)

(A) Size in mm (H 775 X W

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

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

(B) C & D Waste Paver Block

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

6.11 Providing and fixing in position

readymade cement concrete

Water Drain Channel ( 600 x

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.

6.12 Supplying and fixing RCC collar

(300 mm dia) for tree plantation

including all taxes, carting,

loading, unloading

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

material charge etc. complete as

perdetails in tender specification

& as directed by engineer in

(A) Tree guard ID 500mm,800 x

800 x 75 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

6.14 Providing and applying two coats

of synthetic enamel paint

including primer to kerb as per 668.00 90.00 SM

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 9.275 3741.69 CM

exclu. Cost of reinforcement for

reinforced concrete work in : (A)

Foundation,footing, Base of

columns and Mass concrete.

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

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 )

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.

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

For Center Line marking of

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 331.00 217.40 No.

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

VOL II PRICE BID SMC

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

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

x 75 x 6mm / 65NB Circular MS

Pipe as required and frame 8.00 3540.12 No.

fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings

in black and white bends. The

details of symbol for each board

shall be as per the instruction of

engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each

leg including excavation, curing

etc.complete under the

supervision of engineer in

charge. A warranty for 7 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

VOL II PRICE BID SMC

offered shall be submitted by

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

x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings

in black and white bends. The

details of symbol for each board

shall be as per the instruction of

engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each

leg including excavation, curing

etc.complete under the

supervision of engineer in

charge. A warranty for 7 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (B) Class-B Type-4

Retro Reflective sheeting

VOL II PRICE BID SMC

6.21 Facility Informatory Sign :-

Providing and fixing sign boards

made out of 2mm aluminium

sheet / 4mm ACP (Aluminum

composite Panel); size 80 x

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

x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings

in black and white bends. The

details of symbol for each board

shall be as per the instruction of

engineer in charge. The fixing at

site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each

leg including excavation, curing

etc.complete under the

supervision of engineer in

charge. A warranty for 7 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (B) Class-B Type-4

Retro Reflective 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 0.00 3637.34 CM

necessary form work, mixing,

vibrating, curing by sprinkling /

ponding of water for 14 days etc.

VOL II PRICE BID SMC

ITEM NO. ITEM DESCRIPTION QTY PER AMOUNT

7.02 Providing and casting in situ

ordinary cement concrete M

for R.C.C. solid slab including 0.00 6690.46 CM

centring scaffolding curing and

finishing complete.

(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 Utility crossing

(c) Providing 15 mm thk. Cement

plaster 1:3 for brickwork

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

VOL II PRICE BID SMC

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 630.00 19.55 CM

rock, upto 1.5 mt. depth from

Extra for dewatering in all sorts

of strata's, for each 1.5 mt. or part 630.00 11.50 CM

thereof beyond 1.5 mt. depth.

7.07 Dewatering by pumping set of

required capacity including

temporary plaform carting

pumping at site and fixing the 35.00 18.32 HP/HR

same in position including all

accessories, and fuel and labour

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).

VOL II PRICE BID SMC

(A) machinehole type "A"

circular type having inside

diameter of 1200mm for depth

upto 1.5 m depth (for 150mm to

500mm dia sewer)

1. machinehole type "A" as

above for 1.0 M depth

2. Extra depth beyond 1.0 M but

upto 1.5 M depth for "A" type 11.00 6628.00 Rmt

(B) machinehole type "B"

circular type having inside

diameter of minimum 1500mm

and for depth from 1.5 M to

M (for 150mm to 600mm dia

1. machinehole type "B" as

above but upto 1.5 M depth

2. machinehole type "B" as

above but upto 2.0 M depth

3. machinehole type "B" as

above but upto 2.1 M depth

4. Extra depth beyond 2.1 M but

upto 4.0 M depth for type "B" 13.00 12313.00 Rmt

(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

1. machinehole type "C" as

above but upto 4.0 M depth

2. Extra depth beyond 4.0 M and

up to 6.0 M depth for type "C" 0.00 18786.00 Rmt

machinehole above.

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 6.0 M depth

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

1. machinehole type "D2" as

above but up to 6.0 M depth

VOL II PRICE BID SMC

2. Extra depth beyond 6.0 M and

up to 10.0 M depth for type "D2" 0.00 22121.00 Rmt

machinehole above.

(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

1. machinehole type "D3" as

above but up to 6.0 m depth

2. Extra depth beyond 6.0 m and

up to 10.0 m depth for type "D3" 0.00 26015.00 Rmt

machinehole above.

(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 to 9.0 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" 11.00 31907.00 Rmt

scraper machinehole above.

(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" 11.00 20370.00 Rmt

scraper machinehole above.

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 mold

(A) For circular machinehole of

ISI marks (Heavy duty) 560 mm 4.00 2294.00 No.

(B) For scrapper machinehole. 4.00 7289.00 No.

VOL II PRICE BID SMC

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

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 code.

Class NP2 Test Pressure 0.7 Kg.

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

VOL II PRICE BID SMC

with each full length socketed

pipe, cost included in rates

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 code.

Class NP3 Test Pressure 0.7 Kg.

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

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

VOL II PRICE BID SMC

as per ISI code.

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.

"A" TYPE machinehole Sewer

size : up to 600 mm dia.

Chamber Size : 1200 mm x

mm Shallow machinehole depth

up to 2.5 mt. Rate For 2.5 mt

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

mm Shallow machinehole depth

up to 2.5 mt. Rate For 2.5 mt

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

mm Deep machinehole with 0.00 45914.00 No.

access shaft depth 2.5 mt to

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

B3" TYPE machinehole Sewer

size : up to 1000 mm dia.,

Chamber Size : 1500 mm x

mm Deep machinehole with

access shaft depth 4.0 mt to

mt Access Shaft Size : 850 mm x

VOL II PRICE BID SMC

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

mm Shallow machinehole depth

up to 2.5 mt. Rate For 2.5 mt

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

mm Deep machinehole with 0.00 63202.00 No.

access shaft depth 2.5 mt to

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 : 1100 mm to 1400 mm dia.,

Chamber Size : 2400 mm x

mm Deep machinehole with 0.00 97792.00 No.

access shaft depth 4.0 mt to

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

"D1" TYPE machinehole Sewer

size : 1600 mm to 1800 mm dia.,

Chamber Size : 2200 mm x

mm Shallow machinehole depth

up to 2.5 mt. Rate For 2.5 mt

Add. or ded. per every 10 cm

increase or decrease in depth

"D2" TYPE machinehole Sewer

size : 1600 mm to 1800 mm dia.,

Chamber Size : 2400 mm x

mm Deep machinehole with 0.00 61679.00 No.

access shaft depth 2.5 mt to

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

"D3" TYPE machinehole Sewer

size : 1600 mm to 1800 mm dia.,

Chamber Size : 2400 mm x 1200 0.00 97505.00 No.

mm Deep machinehole with

access shaft depth 4.0 mt to

VOL II PRICE BID SMC

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

E" TYPE machinehole Sewer

size : 2000 mm to 2200 mm dia.,

Chamber Size : 3000 mm x

mm Deep machinehole with 0.00 141200.00 No.

access shaft depth 4.5 mt to

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

Making Connection (b) 900mm

Making Connection (c) More

than 1600mm dia

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

VOL II PRICE BID SMC

In all sorts of soil and soft

(A) Upto 1.5 Mt. depth from

(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

(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 10.00 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 connection

VOL II PRICE BID SMC

8.05 Providing and Fixing RCC

precast inlet chamber cover of

M-30 Grade as per drawing and

(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 0.00 102.00 SM

etc. complete as per details in

tender specification & as directed

by engineer in charge.

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 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-

8.08 Providing and fixing steel work

welded in built up section,

framed work including cutting,

hoisting and fixing in position

and applying priming coat of red

lead paint. fabrication.

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

8.10 Providing and laying in-situ PCC

M20 grade cement concrete in

foundations of Railing including

formwork, transporting, placing,

compacting, finishing, curing, 0.00 4146.15 CM

etc. complete with all leads and

lifts as per drawing &

specification and as directed by

VOL II PRICE BID SMC

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.

8.13 Making lead joint perfectly

water tight. etc. complete.Lead

and spun yarn shall be issued free

VOL II PRICE BID SMC

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

(c) Pipe thickness 21 mm to

8.16 Chamfering D.I. Pipes as

necessary for fitting the specials

like Tee, Bend etc. complite

VOL II PRICE BID SMC

8.17 Making arrangement of flushing

work of laid line as directed by

the engineer in charge and as per

the specification and site

(a) Dia of pipe up to 300mm 1.00 500.00 No.

(b) Dia.of pipe from 350 up to

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

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.

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 15.65 2914.86 CM

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 136.08 114.13 SM

lime required 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 etc. complete.

8.23 Providing, Cleaning

straghtening, Cutting, bending

binding in position TMT bar

for Reinforced concrete work 302.78 44.84 Kg.

confirming to IS 1786 and Mild

steel reinforcement confirming to

8.24 Providing and fixing C.I \PVC

steps of size 300 x 150 x 25 mm

in the masnory chamber.The 0.00 184.83 No.

steps shall be fixed at the time of

constructing the chamber.

VOL II PRICE BID SMC

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 charge.

8.26 Provding & laying 1:2:4 C.C

for the thrust block inclg. cost 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 M.H.

including cost of reinforcement

M.S. Angles or Flate, curring

mold work etc.complete.

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 0.00 18.28 HP/HR

dry 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 lining.

VOL II PRICE BID SMC

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

Providing Spun Yarn for lead

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

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

8.38 Providing and fixing brass ferrule

of approved make of following

sizes inclusive of all taxes,

insurance, transportation etc.

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.

VOL II PRICE BID SMC

8.4 Cutting of Groove 5 to 7 mm

thick in CC for depth 1/3 of

total thickness with 3,339.00 50.00 R.M

filling of epoxy sealent as

directed by engineer in charge

Total of Section-8

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

Total of Part (A) & (B) Amount Rs.

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

STAMP & SIGNATURE OF BIDDER

Executive Engineer

South Zone – A (Udhana)

Surat Municipal Corporation