Construction of cement concrete pavement and allied works on T.P./Public road from Bhagal to Bhajiwali Pol to Saiyadpura to Saiyadpura pumping Station in Central Zone.

Name of Work:- Construction of cement concrete

pavement and allied works on

T.P./Public road from Bhagal to

Bhajiwali Pol to Saiyadpura to

Saiyadpura pumping Station in Central

Uploading of tender documents 01/05/2026

Last date of Document 15/05/2026 UP TO 17.00 Hrs.

Last date of Online bid 15/05/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 08/05/2026

up to 17:00 Hrs.

NO PRE BID MEETING (Bidder shall have to post there queries

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

before 08/05/2026 up to 17:00 Hrs.)

Physical submission of EMD, Up to 25/05/2026, 17.00 Hrs. at the office of “Chief

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

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

with name of work and tender notice no.

Opening of Technical bid Probable 16/05/2026 after 16:00 hrs. in the office of

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

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

NAME OF WORK :- Construction of cement concrete pavement and allied

works on T.P./Public road from Bhagal to Bhajiwali Pol to

Saiyadpura to Saiyadpura pumping Station in Central

Zone. Work no.7

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

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOL II PRICE BID SMC

Name of the Work: Construction of cement concrete

pavement and allied works on T.P./Public road from

Bhagal to Bhajiwali Pol to Saiyadpura to Saiyadpura

pumping Station in Central Zone. Work no.7

SHORT DESCRIPTION ESTIMATED COST

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 and allied works on

T.P./Public road from Bhagal to Bhajiwali Pol to Saiyadpura to

Saiyadpura pumping Station in Central Zone.Work no.7

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction of cement concrete pavement and

allied works on T.P./Public road from Bhagal to Bhajiwali Pol

to Saiyadpura to Saiyadpura pumping Station in Central Zone.

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction of cement concrete pavement and allied works on T.P./Public road

from Bhagal to Bhajiwali Pol to Saiyadpura to Saiyadpura pumping Station in

Central Zone.Work no.7

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

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 items of work.

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

(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 project.

9) General directions and descriptions of work and materials are not necessarily

repeated nor summarized in the Bill of Quantities. Reference to the relevant

VOL II PRICE BID SMC

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.

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

Clause 25 of the Instructions to Bidder.

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

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

specification alluded to the specifications referred to in the Bill of Quantities

and / or any other specifications from Vol.3 “Technical Specifications” which

in the opinion of the Engineer are applicable for a particular item is deemed to

have been included in the scope of item and fully covered by the rates quoted for

the items. In case of any discrepancies between provisions stated in the

description of individual items and those covered by the technical

specifications, the provisions in the description of item shall have preference.

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

blasting or the use of metal wedges and sledge hammers or the use of

compressed air drilling for its removal.

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

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

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

in any other section as indicated as directed by the Engineer.

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

Abbreviations used in the Bill of Quantities are as follows :

ABBREVATIONS: FOR

Rs or RS : Indian Rupees

LS or L.S. or SUM : Lump Sum

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

RM : Running metre

KM or km : Kilometre

hct./ha : Hectare

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

M3 or Cum or cu.m : Cubic metre

CC. or c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or : Metric Tonne

VOL II PRICE BID SMC

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

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

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

(Roads Wing), Government of India.

ASP : Additional Technical Specification

BIS : Bureau of Indian Standards

Prov. : Provisional

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

Veh. Month or Veh : Vehicle month

month : Calendar month

FRL : Finished Road Level

Veh. Km : Vehicular Kilometre

TS : Technical Specification

EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

VOL II PRICE BID SMC

Description of ITEM Unit Quantity

Section – 1 Site Clearance

Dismantling of structures on roadway,

including disposal of unserviceable material

and utilising the seviceable material free of

cost in permanent works as directed by the

Engineer with all leads and lifts etc.

a) Brick / Stone Masonary CUM 79.56 550.40

b) Plain Concrete CUM 79.56 609.26

c) Reinforced Concrete CUM 79.56 1057.85

d) Bituminous Pavement CUM 1894.80 288.65

e) Non Bituminous Pavement CUM 7371.84 155.25

Provision and fixing of traffic signs for

limited period at suitable locations in

construction zone comprising of warning

zone, approach transition zone, working

zone and terminal transition zone with a

minimum distance of 60 cm from the edge

of the kerb in case of kerbed roads and 2 to

3 m from the edge of the carriageway in

case of un-kerbed roads, the bottom edge of

the lowest sign plate to be not less than 2 m

above the road level, fixed on 60 mm x

mm x 6 mm angle iron post, founded and

installed as per approved design and

drawings, removed and disposed of after

completion of construction work, all as per

IRC:SP:55-2001.

Providing and installation of barricades

including supplying, painting with

fluorescent paint and fixing 1.25mm th.

M.S. CRC Plates with MS Channel ISMC

1.03 100 x 50 mm of 1.8m height and M.S. Sqm 124.72

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

VOL II PRICE BID SMC

Reuse and shifting of barricades same as

per requirement during construction period

1.04 and dismantling the same after completion Sqm 28.32

of work as directed by Engineer and as per

site requirement.

Providing, fixing and maintaining the

1.05 blinkers at site during construction period Nos 25.00 3850.00

as directed by Engineer-in-charge.

Provision of metal drum/empty bitumen

drum delineator, 300 mm in diameter,

mm high, filled with earth for stability,

1.06 painted in circumferential strips of alternate Nos 10.00 286.00

black and white 100 mm wide fitted with

reflectors 3 Nos of 7.5 cm dia, all as per

IRC:SP:55-2001.

Permanent Type Barricade in Construction

Rolling and compaction of excavated

surface and/or filled surface of subgrade

with watering if required including filling

1.07 in depression which ccur during the Sqm 18946.56 6.62

process, with vibratory roller 8-10 T

capacity until ubgrade achieve required

Carrying out Topographic survey in full

width of road showing location of inlet

chamber, machinehole of strom line &

drainage line with total station instrument

etc. on existing road along with level

survey of road for road profile at minimum

15 mt. class interval with chainage

markings on site including C-Section, L-

Section & centre line marking of roads as

per instruction of engineer in charge.

Total of Section-1

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 traffic,

removing milled materials and disposal of

milled material to an approved dumping

yard (within 12 km lead) including loading

and unloading, all leads and lift, fuel,

lubricant charges etc complete.

VOL II PRICE BID SMC

Milling the existing bituminous pavement

for a depth more than 50 mm but up to

100 mm by milling machine in a single

cutting depth to make a uniform surface

without disturbing the base including

2.02 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

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

2.03 diversion of traffic, removing milled

materials and disposal of milled material to

an approved dumping yard (within 12 km

lead) including loading and unloading, all

leads and lift, fuel, lubricant charges etc

Total of Section-2

Section-3 : Earthwork

Earth work in excavation in all types of

strata other than rock for drains and

channels etc., including dressing of bottom

and sides of trenches, stacking the

excavated spoil, clear from the edge of

excavation including backfilling & disposal

of surplus spoil as directed by the Engineer

with all leads and lifts etc. complete.

VOL II PRICE BID SMC

Total of Section-3

Section-4: Earthwork in filling

Earth work in embankment for subgrade

and shoulders by using mechanical means

with approved material AS HARD

MURRUM / QUARRY SPOIL having

days soaked CBR equal to or more than

12.5%, laying in layers not exceeding 250

mm loose, breaking clods, dressing to the

required lines, curves, grades, watering to

OMC and compacting to 97% modified

Proctor density with vibratory rollers

having minimum 80 - 100 KN static weight

including all leads and lifts etc. complete.

Providing and filling yellow soil with

necessary dumping filling of the trenches of

each layer not exceeding 150 mm depth of 716.04

including watering, ramming,

consolidation, labour charge & tests

required to be carried out etc. Complete.

Total of Section-4

Section-5: Flexible Pavement

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case may

be, upto 240 mm depth for full width of

5.01 road and breaking the soil into pieces less CUM 0.00 19.84

than 20 mm etc.by the use of Rotavator and

as directed by engineer in charge. (200 mm

compacted thickness)

Supplying Fly ash including collecting,

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

Supplying and carting of Hydrated lime

(CaO content not less than 70%) and

spreading the same with the excavated soil

5.03 and flyash thoroughly by Disc Harrowing MT 0.00 6936.00

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 roller and filling in

depressions which occur during the process

as directed by engineer in charge.

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V

VOL II PRICE BID SMC

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.

Supplying and applying Slow Setting-1

(SS-I) bitumen emulsion confirming to IS

8887, for application of prime coat over

Wet Mix Macadam at the rate of 0.85 kg

5.07 per Sq.Meter area, including all materials, Sqm 61.63

labour, machinery,test with all leads and

lifts etc., complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

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

complete as per details in tender

specification & as directed by engineer in

VOL II PRICE BID SMC

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

5.09 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

(A) 4.50% bitumen (Including cost of

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of wearing course at the rate of

0.25 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

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

complete as per details in tender

specification & as directed by engineer in

Providing and laying 25mm to 50mm thick

compacted BITUMINOUS CONCRETE

using aggregates as per gradation and

percentage of bitumen for mixing shall be

as arrived from mix design, provided in no

case bitumen percentage shall be less than

5.2% for Grade I and 5.4% for Grade II by

Wt. of total mix as binder by batch mix

type hot mix plant and laying by sensor

paver finisher including consolidation by

rollers as specified including providing

and operating plant, sensor paver and

machinery, cost of fuel, oil, lubricant and

labour charges including cost of aggragate

and filler (if found required as per mix

design) etc. complete

(A) 5.20% bitumen (including cost of

Collecting, carting and stacking Stone

Duston road side as directed and flushing

5.12 the same on Bituminous surfaces at the Sqm 0.00 2.41

rate of 0.30 cmt. per 10 smt. as directed

by Engineer in charge.

VOL II PRICE BID SMC

Preparing surfaces by excavating with

spades, scraping with shovel, brushing with

wire brushes for removing caked mud up to

150mm thick etc. sweeping with brooms

and finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

including carting of excavated stuff from

Picking of the bituminous surface using

JCB excavator or by any mechanical

means, cleaning and removal of loose and

unsuitable material on the road surface

including cost of fuel, oil, lubricant, labour

charges and disposal of loose unsuitable

material from site to the disposal site as

directed by Engineer in charge.

Carting and conveying of bitumen from

refinery / any depot of oil companies to

Surat including loading unloading in

suitable tanks/drums etc. Complete

a From Koyali refinery 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

Section 6: Drainage and Protective Works

Providing and laying PCC M-15 grade for

embeddment (encassing) of water pipelines

with the maximum size of coarse aggregate

20 mm including necessary form work,

mixing, vibrating, curing by sprinkling /

ponding of water for 14 days etc. complete.

Providing and casting in situ ordinary

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

slab including centring scaffolding curing

and finishing complete.

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

Providing, laying & compacting 150 mm

(b) thk rubble soling for the foundation of the CUM 0.00 1064.80

Utility crossing Chambers

(c) Providing 15 mm thk. Cement plaster 1:3 Sqm 100.0 237.51

VOL II PRICE BID SMC

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

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

6.05 with cover if required, curing etc. complete

as specified and as directed and item also

includes all safety measures like cover the

manhole with M.S. plate during execution

of each layer of C.C.pavement and cleaning

the manhole from all road debris falled

inside the manhole during construction

activity & certified the same from engineer

in charge abut cleaned manhole.

(1) For the depth upto 875mm NOS. 61.00 3826.63

(2) For the depth upto 425mm NOS. 0.00 2146.80

Total of Section-6

Section-7 : Cement Concrete Pavement

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

7.01 mechanical means spreading with motor CUM 1456.67

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

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

7.02 of minimum 80-100KN static weight to CUM 2937.00

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

days including providing construction

joints, including all material, labour,

machinery with all leads and lifts etc.,

Item No :- 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 600.3 MORT&H Rev 5th

2013 specification), Portland Pozzolana

Cement (PPC 53) conforming to (IS:

– Part 1) @ 400 kg (minimum) per cum,

approved admixture and adding Recron 3S

or BS EN 14889-2:2006 class IA

microfibers @ 910 gm/cu.mt by volume of

fibers confirming to IRC SP 046-2013,

cementitious material mixing in fully

automatic concrete batching plant of

appropriate capacity with computerized

controls as per the design mix to the

specified workability, the concrete shall be

controlled grade concrete produced from

a recognized batching plant and shall not

be produced at site, transporting the mix

with dumpers or transit mixers and

laying of concrete shall be done either by

fixed form paver or manually with fixed

shuttering/frames & use of various

vibrators, which will be decided as per

site condition & approved by engineer in

charge. However payment of rates shall

be considered as per laying method.

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

VOL II PRICE BID SMC

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 and

production slips from the batching plant

shall be attached with the bill for

Short Slab Concrete Pavement (Without

Dowel Bar but with Sealant)

Pavement Quality Concrete using

Fixed - form pavers

Pavement Quality Concrete using

Manually with fixed shuttering/frames

Providing & fixing IS Mark TMT Bar FE

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

bending, binding & placing in position etc.

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

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.

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

mm thick having average crushing

7.06 strength of 50 N/mm2 on average Sq.m

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

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

7.07 etc.complete.The rate shall also include for

erecting and fixing the pieces in position

with necessary equipments and materials

and include the flush pointing in CM(1:2)

for all joints of the kerb stones. (Sample

must be approved)

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

vacumm press kerb stone

VOL II PRICE BID SMC

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

vacumm press kerb stone

(C) 600(L)*450(H)*125(Thick) precast

vacumm press kerb stone

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

vacumm press kerb stone

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)

7.08 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-thickness)

(A) Size in mm (H 775 X W 300 X T190) 1326.00

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)

7.09 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

(A) For regular edge of footpath RMT 0.00 228.00

(B) For roundling at the edge of footpath

(For fanning portion

Providing and fixing interlocking type

Rubber Moulded cement concrete paver

block of approved shape, design and colour

having 60 mm thickness (M-35),

7.10 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

VOL II PRICE BID SMC

colour, equipments, tools, plants, watering,

cleaning etc. complete.

(A) Regular Paver Block (With Colour) Sq.m 2652.00 524.00

(B) C & D Waste Paver Block (With

Providing and fixing in position readymade

cement concrete Water Drain Channel (

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

7.11 labour, material, testing charge etc. RMT

complete as per details in tender

specification & as directed by engineer in

Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading

7.12 etc.complete.with all labour, material Nos. 0.00 60.00

charge etc. complete as perdetails in tender

specification & as directed by engineer in

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

mm(Type D) ( set 4)

Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

7.13 stacking of serviceable material carting at Sq.m 0.00 47.72

SMC store disposal of unserviceable

material with all lead and lift.

Providing and applying two coats of

synthetic enamel paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

Providing & laying cement concrete 1:2:4

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

mm nominal size)& curing comp.

7.15 Includ.cost of form work but exclu. Cost of CUM 38.04 3637.34

reinforcement for reinforced concrete work

in : (A) Foundation,footing, Base of

columns and Mass concrete.

VOL II PRICE BID SMC

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

7.16 Engineer with all leads, lifts etc. complete. ( RM 0.00 380.00

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.

Total of Section-7

Section-8 : Miscellaneous

Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per

required gradient and line including safety

provisions using site rails and stacking

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. depth from G.L. CUM 2625.00 89.00

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

Providing and carting, conveying stacking,

lowering, laying and jointing NP3 class

R.C.C. pipes in standard length for either

collar joint, spigot and socket rubber ring

roll on joint or rubber ring flush confined

joints in the trenches in line and gradient,

making use of levelling instruments only.

Incase of collar joint pipes and using

required to use jute, bitumine and joint to

be filled with cement mortar 1:1(1 cement :

8.02 1 fine sand) making 45 degree fillet outside

the end of collars and specials to be

closedand water tight including satisfactory

flow testing after laying etc. complete. In

case of rubber ring joint pipe, the pipe shall

be laid in such a way than it should be

pushed in systematic manner so as to

achieve the leak proof joint by using rubber

ring as per relevant I.S. Code (The pipes

diameter details as per Schedule - B) ISI

Note: One rubber ring should be supplied

with each full length socketed pipe, cost

included in rates below.

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

Connection Line

(B) 250 mm dia (NP3 Class) RMT 75.00 638.55

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

VOL II PRICE BID SMC

(D) 300 mm dia (NP3 Class) RMT 75.00 891.85

(E) 450 mm dia (NP3 Class) RMT 600.00 1557.65

(F) 600 mm dia (NP3 Class) RMT 500.00 2208.20

(G) 900 mm dia (NP3 Class) RMT 100.00 3992.00

Providing and constructing rectangular

brick masonry chamber for house

connection as per type design in brick

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

foundation M-150 in benching inside

plastering in C. M. 1:3 and outside

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

fixing RCC precast manhole frame and

covers, but Excl. supply of manhole and

cover etc. complete excl. excavation.

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

8.04 frame & cover-Light duty for house No. 100 1733.00

connection chamber.

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 &

For Edge line marking of 15cm width Sq.m 540.00 367.72

For Center Line marking of 10cm width Sq.m 70.00 367.72

Supplying of Molded Shank Raised

Pavement Markers made of polycarbonate

and ABS molded body and reflective panels

with micro prismatic lens capable of

providing total internal reflection of the

light entering the lens face and shall

support a load of 16000 kg tested in

accordance to ASTM D 4280 Type H and

complying to Specifications of Category A

of MORTH Circular No

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 +/-

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

VOL II PRICE BID SMC

nails and using epoxy resin based adhesive

as per manufacturer’s recommendation and

complete as directed by the engineer. (3M

or Equivalent Brand)

Regulatory / Mandatory Sign :-Providing

and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle

as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching;

coated with one coat of epoxy primer and

two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest

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

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

Circular MS Pipe as required and frame

8.07 fabricated from suitable size iron angle of No. 0.00

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.

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

8.08 refiectivesheeting of Type-4 as per ASTM No. 20.00

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

VOL II PRICE BID SMC

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

Facility Informatory Sign :-Providing and

fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 x 60 cms.

rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid

etching; coated with one coat of epoxy

primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

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

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

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

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

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 20.00

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

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.

Providing and Fixing RCC precast inlet

8.11 chamber cover of M-30 Grade as per

drawing and specification.

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

Providing and Fixing RCC precast inlet

8.12 chamber frame of M-30 Grade as per

drawing and specification.

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

Removing and resetting Existing paver

block, including all watering leveling,

cleaning, labour & Equipments chagres etc.

complete as per details in tender

specification & as directed by engineer in

Removing & resetting existing ready

made C.C.Kerb of strength of required

8.14 size & thickness in line,level and truly RM 0.00 56.00

vertical position ,including filling joints in

C.M.1:1(1part of cement 1 part of coarse

VOL II PRICE BID SMC

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.

Providing and fixing steel work welded in

built up section, framed work including

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

applying priming coat of red lead paint.

Providing and applying two coats of

synthetic enamel paint to Steel railing as

per Technical Specification and as directed

by the Engineer.

Providing and laying in-situ PCC M20

grade cement concrete in foundations of

Railing including formwork, transporting,

8.17 placing, compacting, finishing, curing, etc. CUM 0.00

complete with all leads and lifts as per

drawing & specification and as directed by

Providing & Constructing manhole as per

the type and design with necessary

excavation P.C.C. 1:4:8, benching in 1:2:4,

Flyash lime brick masonary in CM 1:4,

8.18 mm th. Inside cement plaster in cement

mortar 1:3, 150mm th. RCC slab 1:1½:3,

providing and fixing RCC manhole frame

and cover in cement concete 1:2:4 as

directed by Engineer -in-charge.

TYPE-A up to 600 mm dia (1200 mm X

1.00 mt. to 2.50 mt. depth

Rate for 2.50 m depth

(Add or deduct Rs. 653.00 per 0.10 mt.

depth increase or decrease )

TYPE-B1 up to 1000 mm dia (1500 mm X

1.00 mt. to 2.50 mt. depth

Rate for 2.50 m depth

(Add or deduct Rs. 1115.00 per 0.10 mt.

depth increase or decrease )

TYPE-B2 up to 1000 mm dia (1500 mm X

2.60 m depth to 4.00 m depth

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt.

depth increase or decrease )

Providing, Constructing flyash lime brick

8.19 masonary Inlet chamber of 750 x 600 x No. 60.00 13548.00

1500 mm internal dimension with

VOL II PRICE BID SMC

necessary excavation & refilling 350 mm

thick flyash building brick masonary in

cement mortar 1:4, 150mm th. PCC and

benching in CC 1:2:4, 12mm thick cement

mortar 1:3 (Add or Deduct Rs. 701 per

mt. Depth increase or decrease.)

Making connection with the manhole by

boring hole on the masonry of manhole and

jointing pipe with cement mortar in prop.

(1:2) inside as well as out side of existing

manhole, curing etc. complete as directed

by Engineer-in-charge.

Making connection (a) Up to 900 mm dia No. 20.00 1100.00

Making connection (b) 900 mm to

Making connection (c) more then 1600 mm

Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type"B")

Supreme/Jain/Astral/Tulsi/Finolex make for

soil and waste discharge system at all floor

8.21 levels incl. All fixtures like bends, tees,

shoe etc. jointed with resin of approved

brand & manufacture etc. comp. (M.R.)

Rate as per Housing SOR 2023-24 item

(A) 75 mm dia RMT 50.00 412.00

Providing & Fixing P.V.C. pipes (SCH-80)

of Prince/ Supreme/ Jain/Astral/

Tulsi/Finolex make for water supply line at

all floor levels incl.fixtures like bends, tees,

shoe etc joined with resin of approved

manufacture etc. comp. Pipe shall be fixed

on the wall the help of clampat every two

meter C/C or shall be concealed as directed

includingnecessary fittings etc. including

testing of pipe and joints and fixing the

same with adhesive solvent, including cost

of all materials. Rate as per Housing SOR

2023-24 item no.87

(A) 15mm dia RMT 50.00 166.00

(B) 25mm dia RMT 50.00 256.00

(D) 40mm dia RMT 50.00 372.00

Providing & constructing brick masonary

ACCESS SHAFT of 850 * 850 mm internal

dimention with 350 mm th. B.B. masonary

in CM 1:4 & i/s & o/s 15 mm th. cement

plaster in CM 1:3 as per drawing &

specification. Add or Deduct Rs. 843/= per

VOL II PRICE BID SMC

10 c.m. increase or decrease in depth.

Refilling of pipeline trenches including

required watering, ramming, consolidation,

disposing of surpluse as directed with in the

redius of 4.00 km.

Total of Section-8

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

STAMP & SIGNATURE OF BIDDER

Executive Engineer

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 and allied works on

T.P./Public road from Bhagal to Bhajiwali Pol to Saiyadpura to Saiyadpura pumping Station

in Central Zone. Work no.7

Add.City Engineer,

On behalf of Surat Municipal Corporation,

Mughal Sarai, Surat, Gujarat.

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

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

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

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

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

2. My/ Our offer works out as under:

A. Tender Estimates:

B. Add/Deduct_________________________________% above / below

D. Net Amount (in figure) in Rs.

E. Net Amount (in words) in Rs.

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

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

4. Our offer is inclusive of all taxes.

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

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

overhead charges, profit, any taxation and levies, and other charges together with all general

risks, liabilities and obligations set out or implied in the Contract and including remedy of

any defects during the Defects Liability Period.

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

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

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

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

VOL II PRICE BID SMC

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

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

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

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

time before the expiry of that period.

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

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

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

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

Seal and Signature of the Bidder

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

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

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

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

so to timely completion of Work.