Construction of Cement Concrete Pavement and allied works on 18.00 mtr. T.P. Road F.P.no. 166, near Navjivan Hotel to F.P. no. 168 sachin - magdalla Road in T.P. 59 (Unn) in South Zone-B (Kanakpur), Surat.

Name of Work:- Construction of Cement Concrete Pavement

& allied works on 18.00 mtr. T.P. Road F.P.

no. 166, near Navjivan Hotel to F.P. no.

sachin-magdalla

magdalla Road in T.P. 59 (Unn) in

Zone (Kanakpur), Surat.

Uploading of tender documents 24/08/2026

Last date of Document 07/09/2026 UP TO 17.00 Hrs.

Last date of Online bid 07/09/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 31/08

NO PRE BID MEETING (BidderBidder shall have to post there

Pre bid Meeting queries on E mail address exen.szb@suratmunicipal.

@suratmunicipal.org on or

before 31/08/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 16/09/2026, 18.00 Hrs.at at the office of “Chief

Tender fee. Accountant, Surat Municipal Corporation, Tapi bhavan,

Tapi pura, surat by Speed Post/RPAD only.” In sealed cover

duly super scribed with name of work and tender notice no.

Opening of Technical bid Probable 08/09/2026 after 11:00 hrs. (Probable Date)

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

SOUTH ZONE-B (KANAKPUR)

NAME OF WORK :- Construction of Cement Concrete Pavement & allied works on

18.00 mtr. T.P. Road F.P. no. 166, near Navjivan Hotel to F.P.

no. 168 sachin-magdalla Road in T.P. 59 (Unn) in South Zone-

B (Kanakpur), Surat.

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-B (KANAKPUR)

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOL II PRICE BID SMC

Name of the Work: Construction of Cement Concrete

Pavement & allied works on 18.00 mtr. T.P. Road F.P. no.

166, near Navjivan Hotel to F.P. no. 168 sachin-magdalla

Road in T.P. 59 (Unn) in South Zone-B (Kanakpur), Surat.

SHORT DESCRIPTION ESTIMATED COST (Rs.)

Section- 1: SITE CLEARANCE

Section-2 : Milling Work

Section-3: Earthwork

Section-4: Earthwork In Filling

Section-5: Flexible Pavement

Section-6: Drainage And Protective Works

Section-7: Cement Concrete Pavement

Section-8 : Miscellaneous

Total of Part 1 to 8

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

TENDER NOTICE NO.CE/RDD/10/2022-23 (Work No.01)

Name of work: Construction of Cement Concrete Pavement & allied works on

mtr. T.P. Road F.P. no. 166, near Navjivan Hotel to F.P. no.

sachin-magdalla Road in T.P. 59 (Unn) in South Zone-B (Kanakpur),

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction of Cement Concrete Pavement &

allied works on 18.00 mtr. T.P. Road F.P. no. 166, near

Navjivan Hotel to F.P. no. 168 sachin-magdalla Road in T.P.

(Unn) in South Zone-B (Kanakpur), Surat.

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction of Cement Concrete Pavement & allied works on 18.00 mtr. T.P. Road

F.P. no. 166, near Navjivan Hotel to F.P. no. 168 sachin-magdalla Road in T.P.

(Unn) in South Zone-B (Kanakpur), Surat.

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.

VOL II PRICE BID SMC

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

with the requirements as stated in the individual sections of the Technical

Specifications.

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

Clause 25 of the Instructions to Bidder.

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

each item are indicated for guidance of the Bidders. However, any of the specification

alluded to the specifications referred to in the Bill of Quantities and / or any other

specifications from Vol.3 “Technical Specifications” which in the opinion of the

Engineer are applicable for a particular item is deemed to have been included in the

scope of item and fully covered by the rates quoted for the items. In case of any

discrepancies between provisions stated in the description of individual items and

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

shall have preference.

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

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

for its removal.

14) All concrete items above and including M-15 shall be controlled concrete only.

15) Grouping of items under subheads of different sections is done in Part B BOQ for the

convenience. Any item from any section can be considered for operation in any other

section as indicated as directed by the Engineer.

16) The units of measurement described in the Bill of Quantities are metric units.

Abbreviations used in the Bill of Quantities are as follows :

ABBREVATIONS: FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

nr. or No. or nos or : Number (s)

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

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

M3 or Cum or cu.m : Cubic metre

CC. or c or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

VOL II PRICE BID SMC

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

Specification(s) revision) issued by the Ministry of Surface Transport

(Roads Wing), Government of India.

ASP : Additional Technical Specification

BIS : Bureau of Indian Standards

Prov. : Provisional

P.O.L. or POL : Petrol, Oil and Lubricants

Veh. Month or Veh : Vehicle month

month : Calendar month

FRL : Finished Road Level

Veh. Km : Vehicular Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

SOUTH ZONE-B (KANAKPUR)

SURAT MUNICIPAL CORPORATION.

VOL II PRICE BID SMC

Sr. Description of ITEM Unit Total (SOR 2023- Amount

Section – 1 Site Clearance

1.01 Dismantling of structures on roadway,

including disposal of unserviceable

material and utilising the seviceable

material free of cost in permanent works

as directed by the Engineer with all leads

and lifts etc. complete.

a) Brick / Stone Masonary CUM 20.00 550.40

b) Plain Concrete CUM 20.00 609.26

c) Reinforced Concrete CUM 20.00 1057.85

d) Bituminous Pavement CUM 303.75 288.65

e) Non Bituminous Pavement CUM 607.50 155.25

1.02 Provision and fixing of traffic signs for Nos 10.00 1800.00

limited period at suitable locations in

construction zone comprising of warning

zone, approach transition zone, working

zone and terminal transition zone with a

minimum distance of 60 cm from the

edge of the kerb in case of kerbed roads

and 2 to 3 m from the edge of the

carriageway in case of un-kerbed roads,

the bottom edge of the lowest sign plate

to be not less than 2 m above the road

level, fixed on 60 mm x 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

1.03 Providing and installation of barricades Sqm 135.00 124.72

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.

1.04 Reuse and shifting of barricades same as Sqm 135.00 28.32

per requirement during construction

period and dismantling the same after

completion of work as directed by

Engineer and as per site requirement.

1.05 Providing, fixing and maintaining the Nos 5.00 3850.00

blinkers at site during construction period

as directed by Engineer-in-charge.

1.06 Provision of metal drum/empty bitumen Nos 50.00 286.00

drum delineator, 300 mm in diameter,

800 mm high, filled with earth for stability,

painted in circumferential strips of

alternate black and white 100 mm wide

fitted with reflectors 3 Nos of 7.5 cm dia,

all as per IRC:SP:55-2001.

Permanent Type Barricade in

Construction Zone

1.07 Rolling and compaction of excavated Sqm 4860.00 6.62

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

1.08 Carrying out Topographic survey in full KM 0.27 7000.00

width of road showing location of inlet

chamber, machinehole of strom line &

drainage line with total station instrument

etc. on existing road along with level

survey of road for road profile at

minimum 15 mt. class interval with

chainage markings on site including C-

Section, L-Section & centre line marking

of roads as per instruction of engineer in

Total of Section-1

VOL II PRICE BID SMC

Section-2 : Milling Work

2.01 Milling the existing bituminous Sqm 0.00 67.86

pavement up to a depth of 50 mm by

milling machine in a single cutting depth,

to make a uniform surface without

disturbing the base including diversion of

traffic, removing milled materials and

disposal of milled material to an

approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

2.02 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

km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete.

2.03 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

km lead) including loading and

unloading, all leads and lift, fuel, lubricant

charges etc complete.

Total of Section-2

VOL II PRICE BID SMC

Section-3 : Earthwork

3.01 Earth work in excavation in all types of CUM 3462.75 104.20

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.

Total of Section-3

Section-4: Earthwork in filling

4.01 Earth work in embankment for subgrade CUM 2025.00 1090.03

and shoulders by using mechanical

means with approved material AS HARD

MURRUM / QUARRY SPOIL having

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

4.02 Providing and filling yellow soil with CUM 0.00 289.06

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

5.01 Excavation of the soil by means of Disc CUM 0.00 19.84

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of

road and breaking the soil into pieces

less than 20 mm etc.by the use of

Rotavator and as directed by engineer in

charge. (200 mm compacted thickness)

5.02 Supplying Fly ash including collecting, MT 0.00 553.00

carting, stacking and spreading the same

VOL II PRICE BID SMC

5.03 Supplying and carting of Hydrated lime MT 0.00 6936.00

(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.

5.04 Rolling and compaction of Subgrade with CUM 0.00 33.09

8 T. vibratory roller and filling in

depressions which occur during the

process as directed by engineer in

5.05 Providing and laying Granular Sub Base CUM 0.00 1456.67

(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.

5.06 Providing and laying Wet Mix Macadam CUM 0.00 1616.91

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

5.07 Supplying and applying Slow Setting-1 Sqm 0.00 61.63

(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.

VOL II PRICE BID SMC

5.08 Supplying and applying Rapid Setting-1 Sqm 0.00 12.50

(RS-I) bitumen emulsion confirming to

IS 8887, for application of Tack coat

before application of binder course at the

rate of 0.27 kg. per Sq. Meter area,

including all materials, labour,

machinery,tests required to be carried

out with all leads and lifts etc., complete

as per details in tender specification & as

directed by engineer in charge.

5.09 Providing and laying DENSE GRADED

BITUMINOUS MACADAM as per

gradation and bitumen for mixing shall

be as arrived from mix design, provided

in no case it shall be less than 4.0% for

Grade I and 4.5% for Grade II by wt. of

total mix as binder by batch mix type

hotmix plant and laying by sensor paver

finisher including consolidation by rollers

as specified including providing and

operating plant, sensor paver and

machinery, cost of fuel, oil lubricant and

labour charges including cost of

aggregate and filler (if found required as

per mix design)etc complete

(A) 4.50% bitumen (Including cost of MT 0.00 2886.58

5.10 Supplying and applying Rapid Setting-1 Sqm 0.00 11.77

(RS-I) bitumen emulsion confirming to

IS 8887, for application of Tack coat

before application of wearing course at

the rate of 0.25 kg. per Sq. Meter area,

including all materials, labour,

machinery,tests required to be carried

out with all leads and lifts etc., complete

as per details in tender specification & as

directed by engineer in charge.

5.11 Providing and laying 25mm to 50mm

thick compacted BITUMINOUS

CONCRETE using aggregates as per

gradation and percentage of bitumen for

mixing shall be as arrived from mix

design, provided in no case bitumen

percentage shall be less than 5.2% for

Grade I and 5.4% for Grade II by Wt. of

total mix as binder by batch mix type hot

mix plant and laying by sensor paver

finisher including consolidation by rollers

as specified including providing and

operating plant, sensor paver and

machinery, cost of fuel, oil, lubricant and

labour charges including cost of

VOL II PRICE BID SMC

aggragate and filler (if found required as

per mix design) etc. complete

(A) 5.20% bitumen (including cost of MT 0.00 3175.44

5.12 Collecting, carting and stacking Stone Sqm 0.00 2.41

Dust on road side as directed and

flushing the same on Bituminous

surfaces at the rate of 0.30 cmt. per

smt. as directed by Engineer in

5.13 Preparing surfaces by excavating with Sqm 0.00 3.35

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.

5.14 Picking of the bituminous surface using Sqm 0.00 5.18

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

5.15 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 MT 0.00 922.41

b From Vapi MT 0.00 757.18

c From Mumbai MT 0.00 1438.73

d From Hazira MT 0.00 262.68

Total of Section-5

VOL II PRICE BID SMC

Section 6: Drainage and Protective Works

6.01 Providing and laying PCC M-15 grade CUM 14.50 3637.34

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.

6.02 Providing and casting in situ ordinary CUM 15.00 6690.46

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

slab including centring scaffolding curing

and finishing complete.

(a) Brick work (Modular Type) using CUM 15.00 4237.00

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 Chambers

(b) Providing, laying & compacting 150 CUM 0.00 1064.80

mm thk rubble soling for the foundation

of the Utility crossing Chambers

(c) Providing 15 mm thk. Cement plaster 1:3 Sqm 50.0 237.51

6.04 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 NOS. 10.00 2294.00

6.05 Raising / lowering manholes to the

required level upto FRL of PQC including

all materials, formwork and with 16 cm

thick M20 CC coping under frames of

manhole, including removing existing

manhole frame cover and fixing existing

manhole frame & cover or fresh heavy

duty I.S.I. mark RCC precast manhole

frame with cover if required, curing etc.

complete as specified and as directed

and item also includes all safety

measures like cover the manhole with

M.S. plate during execution of each layer

of C.C.pavement and cleaning the

manhole from all road debris falled inside

the manhole during construction activity

& certified the same from engineer in

charge abut cleaned manhole.

VOL II PRICE BID SMC

(1) For the depth upto 875mm NOS. 20.00 3826.63

(2) For the depth upto 425mm NOS. 5.00 2146.80

Total of Section-6

Section-7 : Cement Concrete Pavement

7.01 Providing and laying Granular Sub CUM 1030.00 1456.67

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.

7.02 Providing and laying Dry Lean CUM 590.00 2937.00

Concrete sub base including providing

coarse and fine aggregate to the

specified gradation using minimum

cement content 150 kg/cum of concrete

with OPC 53 grade cement, mixing of

concrete as per approved design mix

using mechanized batch mix plant of

appropriate capacity, transporting and

laying and compacting with vibratory

roller of minimum 80-100KN static weight

to give desired compacted density and

average compressive strength of 10MPa

at 7 days and curing with liquid curing

compound and sprinkling water and

covering with moist hessian or ponding of

water for 7 days including providing

construction joints, including all material,

labour, machinery with all leads and lifts

VOL II PRICE BID SMC

7.03 Providing and laying Short Slab

Concrete Pavement Quality Concrete

of M 40 grade including providing

micron thick impermeable plastic sheet

membrane over the surface to be

covered, coarse and fine aggregates of

specified gradation (Table

MORT&H Rev 5th 2013 specification)

Portland pozzolana cement (PPC 53)

conforming to (IS: 1489 – Part 1) @

kg (minimum) per cum, approved

admixture and adding Recron 3S or BS

EN 14889- 2: 2006, 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 etc. complete.

Short Slab Concrete Pavement (Without CUM 700.00 7,042.00

Dowel Bar but with Sealant)

7.04 Providing & fixing IS Mark TMT Bar FE Kg. 500.00 76.21

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

bending, binding & placing in position

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

7.05 Supplying and filling fine sand CUM 64.87 413.09

(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

VOL II PRICE BID SMC

7.06 Providing and fixing in the carriageway Sq.m 594.90 965.00

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size &

shape, with approved pattern etc. of

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 mechanical compactor

with required level, grade and camber

etc. complete as directed by Engineer-In-

charge. (Excluding Sand bed)

7.07 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 RMT 513.00 410.00

vacumm press kerb stone

(B) 300(L)*480(H)*150(Thick) precast RMT 0.00 380.00

vacumm press kerb stone

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

vacumm press kerb stone

(D) 600(L)*375(H)*100(Thick) precast RMT 0.00 466.00

vacumm press kerb stone

7.08 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 this item etc.

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

(A) Size in mm (H 775 X W 300 X T190) RMT 0.00 1,091.00

VOL II PRICE BID SMC

7.09 Providing 100 mm thick readymade C.C.

kerb of strength M20 (Size 300 x

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.

(A) For regular edge of footpath RMT 504.00 228.00

(B) For roundling at the edge of footpath RMT 0.00 274.00

(For fanning portion

7.10 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 etc. complete.

(A) Regular Paver Block (With Colour) Sq.m 756.00 524.00

(B) C & D Waste Paver Block (With Sq.m 0.00 408.50

7.11 Providing and fixing in position RMT 504.00 408.00

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.

7.12 Supplying and fixing RCC collar (300 mm Nos. 50.00 60.00

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 75 No. 50.00 672.00

mm(Type D) ( set 4)

VOL II PRICE BID SMC

7.13 Removing existing kotah stone flooring in Sq.m 0.00 47.72

mortar and vertical stone kerbing

including stacking of serviceable material

carting at SMC store disposal of

unserviceable material with all lead and

7.14 Providing and applying two coats of Sq.m 0.00 90.00

synthetic enamel paint including primer to

kerb as per technical specifications and

as directed by Engineer-in-charge.

7.15 Providing & laying cement concrete 1:2:4 CUM 6.30 3637.34

(1 cement:2 sand:4 graded stone agg.

mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost

of reinforcement for reinforced concrete

work in : (A) Foundation,footing, Base of

columns and Mass concrete.

7.16 Providing and laying cement concrete RM 0.00 380.00

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.

Total of Section-7

VOL II PRICE BID SMC

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

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. depth from G.L. CUM 30.00 89.00

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

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.

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 RM 25.00 370.00

Connection Line

(B) 250 mm dia (NP3 Class) RM 25.00 638.55

(C) 300 mm dia (NP2 Class) RM 0.00 808.85

(D) 300 mm dia (NP3 Class) RM 0.00 891.85

(E) 450 mm dia (NP3 Class) RM 20.00 1557.65

8.03 Providing and constructing rectangular No. 10.00 7922.00

brick masonry chamber for house

connection as per type design in brick

masonry in C. M. 1:3 including M-100 in

foundation M-150 in benching inside

plastering in C. M. 1:3 and outside

plastering in C. M. 1:3 coping in M200

and fixing RCC precast manhole frame

and covers, but Excl. supply of manhole

and cover etc. complete excl. excavation.

8.04 Providing & supply of R.C.C. precast No. 10.00 1733.00

M.H. frame & cover-Light duty for house

connection chamber.

VOL II PRICE BID SMC

8.05 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 Sq.m 162.00 367.72

For Center Line marking of 10cm width Sq.m 16.80 367.72

For pedestrian markigns at junctions Sq.m 45.00 367.72

(Zebra Crossing)

8.06 Supplying of Molded Shank Raised No. 200.00 217.40

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

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

Sqcm on each side and the slope to the

base shall be 35 +/- 5 degree. The

strength of detachment of the integrated

cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less

than 30+/- 2 mm) from the body is to be

a minimum value of 500 Kgf. Fixing will

be by drilling holes on the road for the

shanks to go inside, without nails and

using epoxy resin based adhesive as per

manufacturer’s recommendation and

complete as directed by the engineer.

(3M or Equivalent Brand)

8.07 Regulatory / Mandatory Sign :- No. 4.00 3540.12

Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size

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;

VOL II PRICE BID SMC

3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be

as per the instruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. A warranty for

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

8.08 Cautionary Warning Sign :-Providing No. 4.00 3906.19

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 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

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

8.09 Facility Informatory Sign :-Providing No. 5.00 3990.64

and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-

2012. Pre treated with phospheting

process & acid etching; coated with one

coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM

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

3.6mtr long stand post of Iron Angle 75 x

75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy

coatings in black and white bends. The

details of symbol for each board shall be

as per the instruction of engineer in

charge. The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of

engineer in charge. A warranty for

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.

8.10 Direction (Junction) Sign :-Providing No. 2.00 21287.51

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

VOL II PRICE BID SMC

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

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.

8.11 Providing and Fixing RCC precast inlet

chamber cover of M-30 Grade as per

drawing and specification.

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

8.12 Providing and Fixing RCC precast inlet

chamber frame of M-30 Grade as per

drawing and specification.

(B) Size-600 mm x 450 mm No. 0.00 647.00

8.13 Removing and resetting Existing Sq.m 0.00 102.00

paver block, including all watering

leveling, cleaning, labour & Equipments

chagres etc. complete as per details in

tender specification & as directed by

engineer in charge.

8.14 Removing & resetting existing ready RM 0.00 56.00

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-charge.

8.15 Providing and fixing steel work welded in Kg. 0.00 90.47

built up section, framed work including

cutting, hoisting and fixing in position and

applying priming coat of red lead paint.

8.16 Providing and applying two coats of Sq.m 0.00 65.31

synthetic enamel paint to Steel railing as

per Technical Specification and as

directed by the Engineer.

VOL II PRICE BID SMC

8.17 Providing and laying in-situ PCC M20 CUM 0.00 4146.15

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.

Total of Section-8

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

STAMP & SIGNATURE OF BIDDER

Executive Engineer

South Zone - B (Kanakpur)

Surat Municipal Corporation

VOL II PRICE BID SMC

FORM OF PRICE BID

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

Name of the Work: Construction of Cement Concrete Pavement & allied works on

mtr. T.P. Road F.P. no. 166, near Navjivan Hotel to F.P. no. 168 sachin-magdalla Road in

T.P. 59 (Unn) in South Zone-B (Kanakpur), Surat.

Deputy Municipal Commissioner,

On behalf of Surat Municipal Corporation,

Tapi Bhavan, 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.