Construction and Development of Iconic Road Consisting Cement concrete pavement , providing and laying/fixing of pavement markings, road stud, road signages with other traffic safety measures from Kabir Mandir to Bhavanimata Mandir to Nagar Prathmik School to DKM Char rasta in Central Zone.(2nd attempt)

Name of Work:- Construction & Development of Iconic Road

Consisting Cement concrete pavement

providing & laying/fixing of pavement

markings, road stud, road signages with

other traffic safety measures form Kabir

Mandir to Bhavanimata Mandir to Nagar

Prathmik School to DKM Char rasta in

Central Zone. (2nd attempt)

Uploading of tender documents 04/06/2026

Last date of Document 15/06/2026 UP TO 17.00 Hrs.

Last date of Online bid 15/06/2026 UP TO 18.00 Hrs.

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

[email protected] on or before 10/06/2026

up to 17:00 Hrs.

Physical submission of EMD, Up to 24/06/2026, 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 25/06/2026 after 16:00 hrs. in the office of

(Online) Central zone., Muglisara, Surat Municipal Corporation

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

NAME OF WORK :- Construction & Development of Iconic Road Consisting

Cement concrete pavement , providing & laying/fixing of

pavement markings, road stud, road signages with other

traffic safety measures form Kabir Mandir to Bhavanimata

Mandir to Nagar Prathmik School to DKM Char rasta in Central

Zone. (2nd attempt)

I/We the undersigned do hereby tender for carrying out the work described in the schedule

below subject to the condition annexed.

Should this tender be accepted I/We hereby agree to abide by and to fulfill all the terms and

provisions of specifications and conditions of contract annexed hereto so far as they are

applicable and default thereof to forfeit and pay to the Municipal Corporation the sum of

money mentioned in the said conditions.

The earnest money deposited by me/us with tender may be forfeited to the said Municipal

Corporation if I/We do not deposit the full amount of security deposit, in accordance with

the clause (1) of the said conditions of contract.

EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION.

SIGNATURE OF THE TENDERER.

VOL II PRICE BID SMC

Name of the Work: Construction & Development of Iconic

Road Consisting Cement concrete pavement , providing &

laying/fixing of pavement markings, road stud, road signages

with other traffic safety measures form Kabir Mandir to

Bhavanimata Mandir to Nagar Prathmik School to DKM Char

rasta in Central Zone. (2nd attempt)

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 : Street Lighting & Electrical Work

Section-9 : Horticulture

Section-10 : Miscellaneous

Section-11 : Borewell

Total of Part 1 to 11

VOL II PRICE BID SMC

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

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

Name of work: Construction & Development of Iconic Road Consisting Cement

concrete pavement , providing & laying/fixing of pavement markings,

road stud, road signages with other traffic safety measures form Kabir

Mandir to Bhavanimata Mandir to Nagar Prathmik School to DKM

Char rasta in Central Zone. (2nd attempt)

BIDDING DOCUMENTS FOR PERCENTAGE RATE CONTRACT BID DOCUMENT

Sr. Contents Page No.

2 Schedule B for Construction & Development of Iconic

Road Consisting Cement concrete pavement , providing &

laying/fixing of pavement markings, road stud, road

signages with other traffic safety measures form Kabir

Mandir to Bhavanimata Mandir to Nagar Prathmik School

to DKM Char rasta in Central Zone.

3 Form Of Price Bid

VOL II PRICE BID SMC

SURAT MUNICIPAL CORPORATION

Construction & Development of Iconic Road Consisting Cement concrete pavement

providing & laying/fixing of pavement markings, road stud, road signages with other

traffic safety measures form Kabir Mandir to Bhavanimata Mandir to Nagar Prathmik

School to DKM Char rasta in Central Zone. (2nd attempt)

BILL OF QUANTITIES

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

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

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

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

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

by the Engineer.

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

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

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

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

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

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

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

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

(Rs) rounded to the nearest whole number.

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

the items provided in the Bill of Quantities. Where no items are provided, the cost

shall be deemed to be distributed among the rates and prices entered for the related

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

(a) Bidder needs to quote in percentage of rates (above /below as indicated in

BOQ) for each part of BOQ. It is mandatory for further evaluation of bids &

payment. Payment of items of each part of BOQ shall be made as per quoted

percentage for each part of BOQ.

(b) Successful bidder will be decided based on overall percentage quoted

above/below of Total estimated amount as indicated in Vol-II for the complete

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

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

contract documentation shall be made before entering prices against each item in the

priced Bill of Quantities.

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 c3 or cu.cm : Cubic centimeter

KG or kg or Kg : Kilogram

Mt or tonne or T or : Metric Tonne

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

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

VOL II PRICE BID SMC

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. complete

a) Brick / Stone Masonary CUM 252.00 550.40

b) Plain Concrete CUM 252.00 609.26

c) Reinforced Concrete CUM 252.00 1057.85

d) Bituminous Pavement CUM 1356.55 288.65

e) Non Bituminous Pavement CUM 7796.36 155.25

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 225.00 124.72

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 requirements.

Reuse and shifting of barricades same as

per requirement during construction period

1.04 and dismantling the same after completion Sqm 900.00 28.32

of work as directed by Engineer and as per

site requirement.

VOL II PRICE BID SMC

Providing, fixing and maintaining the

1.05 blinkers at site during construction period Nos 10.00 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 100.00 286.00

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 23043.50 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.

Milling the existing bituminous pavement

for a depth more than 50 mm but up to

mm by milling machine in a single cutting

depth to make a uniform surface without

disturbing the base including diversion of

2.02 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

VOL II PRICE BID SMC

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.

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

mm loose, breaking clods, dressing to the

required lines, curves, grades, watering to

OMC and compacting to 97% modified

Proctor density with vibratory rollers

having minimum 80 - 100 KN static weight

including all leads and lifts etc. complete.

Providing and filling yellow soil with

necessary dumping filling of the trenches of

each layer not exceeding 150 mm depth of

including watering, ramming,

consolidation, labour charge & tests

required to be carried out etc. Complete.

Total of Section-4

VOL II PRICE BID SMC

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

T. vibratory roller and filling in depressions

which occur during the process as directed

by engineer in charge.

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V

of Table 400-1 of compacted thickness of

150 mm with specified graded stone metal

and sand mixed in pugmill and laid with

5.05 mechanical means spreading with motor CUM 0.00 1456.67

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

per Sq.Meter area, including all materials,

labour, machinery,test with all leads and

VOL II PRICE BID SMC

lifts etc., complete as per details in tender

specification & as directed by engineer in

Supplying and applying Rapid Setting-1

(RS-I) bitumen emulsion confirming to IS

8887, for application of Tack coat before

application of binder course at the rate of

0.27 kg. per Sq. Meter area, including all

materials, labour, machinery,tests required

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

complete as per details in tender

specification & as directed by engineer in

Providing and laying DENSE GRADED

BITUMINOUS MACADAM as per

gradation and bitumen for mixing shall be

as arrived from mix design, provided in no

case it shall be less than 4.0% for Grade I

and 4.5% for Grade II by wt. of total

mix as binder by batch mix type hotmix

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

VOL II PRICE BID SMC

and filler (if found required as per mix

design) etc. complete

(A) 5.20% bitumen (including cost of

Collecting, carting and stacking Stone Dust

on road side as directed and flushing the

5.12 same on Bituminous surfaces at the rate of Sqm 0.00 2.41

0.30 cmt. per 10 smt. as directed by

Engineer in charge.

Total of Section-5

Section 6: Drainage and Protective Works

6.01 Providing and laying cement concrete

1:5:10 (1 cement : 5 coarse sand :

graded stone aggregate of 20 mm nominal

size) and curing complete excluding cost of

form work and reinforcement for reinforced CUM 441.03 2517.44

concrete invertical and horizontal fins upto

floor two.including labour,machinery,

equipments required to execute this item

6.02 Providing and casting in situ ordinary

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

slab including 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 CUM 0.00 1064.80

Utility crossing Chambers

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

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. 144.00 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

VOL II PRICE BID SMC

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. 144.00 3826.63

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

Total of Section-6

Section-7 : Cement Concrete Pavement

7.01 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 CUM 4335.96 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.

7.02 Providing and laying Dry Lean Concrete

sub base including providing coarse and

fine aggregate to the specified gradation

using minimum cement content

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 CUM 1478.92 2937.00

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

7.03 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

VOL II PRICE BID SMC

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 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 verification.

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

7.04 Providing & fixing IS Mark TMT Bar FE

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

bending, binding & placing in position etc.

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

7.05 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.

7.06 Providing and fixing in the carriageway

Interlocking concrete pavers uni-shape

(monolithic single layer precast concrete

blocks) of any specified colour / size & Sq.m 3697.67 965.00

shape, with approved pattern etc. of

mm thick having average crushing

strength of 50 N/mm2 on average

VOL II PRICE BID SMC

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

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

vacumm press kerb stone

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

vacumm press kerb stone

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

vacumm press kerb stone

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

vacumm press kerb stone

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-thickness)

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

7.09 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

VOL II PRICE BID SMC

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

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 10060.62 524.00

(B) C & D Waste Paver Block (With

7.11 Providing and fixing in position readymade

cement concrete Water Drain Channel (

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

labour, material, testing charge etc. RMT 4200.00 408.00

complete as per details in tender

specification & as directed by engineer in

7.12 Supplying and fixing RCC collar (300 mm

dia) for tree plantation including all taxes,

carting, loading, unloading

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)

7.13 Removing existing kotah stone flooring in

mortar and vertical stone kerbing including

stacking of serviceable material carting at Sq.m 0.00 47.72

SMC store disposal of unserviceable

material with all lead and lift.

7.14 Providing and applying two coats of

synthetic enamel paint including primer to

kerb as per technical specifications and as

directed by Engineer-in-charge.

7.15 Providing & laying cement concrete 1:2:4

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

mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of CUM 957.64 3637.34

reinforcement for reinforced concrete work

in : (A) Foundation,footing, Base of

columns and Mass concrete.

VOL II PRICE BID SMC

7.16 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. RM 0.00 380.00

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

Total of Section-7

Section-8 : Street Lighting & Electrical Work

SETC of Octagonal Pole | 6 m Long, 3 mm

SETC of Octagonal Pole | 7 m Long, 3 mm

SETC of Octagonal Pole | 8 m Long, 3 mm

Supply of ( Final design must be approved

by SMC ) overall 7 Mtr height Single Arm

type decorative pole having cast aluminum

decorative embellishment base having

height of 225 mm and Hot dip galvanized

(Minimum 75mm micron) pipe dia of

mm OD & 1 mtr long with decorative cast

aluminum middle reducer height 150 mm

jointing with Hot dip galvanized (Minimum

75mm micron) pipe 89 mm OD

straight/ribbed pipe with 5 mtr length and

ornamental cast iron ring. Pole shall be

8.04 mounted on square base plate Nos. 60.00

300x300x12mm thickness suitable for

mounting on 4 nos foundation bolts. The

Pole Shaft should be fabricated out of MS

tube and should be pre hot dip galvanized.

The base plate of Steel should be welded

with the pole shaft.

The pole shall be provided with an opening

at the bottom withremovable cover Made of

FRP. Complete pole shall be treated with

high quality etch primer, epoxy primer and

thereafter coated with Polyurethane paint to

minimum average DFT of 50 microns.

Supply of (Final design must be approved

by SMC) overall 6 Mtr height Single Arm

type decorative pole having cast aluminum

decorative embellishment base having

height of 225 mm and Hot dip galvanized

8.05 (Minimum 75mm micron) pipe dia of 165 Nos. 50.00

mm OD & 1 mtr long with decorative cast

aluminum middle reducer height 150 mm

jointing with Hot dip galvanized (Minimum

75mm micron) pipe 89 mm OD

straight/ribbed pipe with 4 mtr length and

VOL II PRICE BID SMC

ornamental cast iron ring. Pole shall be

mounted on square base plate

300x300x12mm thickness suitable for

mounting on 4 nos foundation bolts. The

Pole Shaft should be fabricated out of MS

tube and should be pre hot dip galvanized.

The base plate of Steel should be welded

with the pole shaft. The pole shall be

provided with an opening at the bottom

with removable cover Made of FRP.

Complete pole shall be treated with high

quality etch primer, epoxy primer and

thereafter coated with Polyurethane paint to

minimum average DFT of 50 microns.

Supply of ( Final design must be approved

by SMC ) overall 5 Mtr height Single Arm

decorative pole having cast aluminum

decorative embellishment base having

height of 225 mm and Hot dip galvanized

(Minimum 75mm micron) pipe dia of

mm OD & 1 mtr long with decorative cast

aluminum middle reducer height 150 mm

jointing with Hot dip galvanized (Minimum

75mm micron) pipe 89 mm OD

straight/ribbed pipe with 3 mtr length and

ornamental cast iron ring. Pole shall be

mounted on square base plate

300x300x12mm thickness suitable for

mounting on 4 nos foundation bolts. The

Pole Shaft should be fabricated out of MS

tube and should be pre hot dip galvanized.

The base plate of Steel should be welded

with the pole shaft. The pole shall be

provided with an opening at the bottom

withremovable cover Made of FRP.

Complete pole shall be treated with high

quality etch primer, epoxy primer and

thereafter coated with Polyurethane paint to

minimum average DFT of 50 microns.

Supply of 4 mtr decorative modern lighting

pole creating pleasant ambience in area.

The pole has a central vertical steel shaft

with a sleek dark (black / charcoal) finish,

giving it a modern and premium look.

Illuminated circular rings: The upper

portion of the pole consists of multiple

concentric steel pipe rings. The rings are

integrated with a concealed downward-

facing LED light, providing soft, uniform

illumination below. Downward

illumination: The LED light is mounted on

the inner side of the ring and directs light

vertically downward, ensuring glare-free

lighting for pedestrians and the footpath

area.Manufactured from high-quality steel

with powder coating or PU paint for

weather resistance and long service life.

8.08 SETC of Bracket (Decorative) | single arm Nos. 60.00 4187.00

VOL II PRICE BID SMC

Compatible with 7 mt Decorative Pole

SETC of Bracket (Decorative) | single arm

Compatible with 6 mt Decorative Pole

SETC of Bracket (Decorative) | single arm

Compatible with 5 mt Decorative Pole

8.11 SETC of Bracket | single arm 0.5 m Nos. 1.00 875.70

8.12 SETC of Bracket | Double arm 0.5 m Nos. 1.00 1227.60

8.13 SETC of Bracket | single arm 1.0 m Nos. 1.00 1427.40

8.14 SETC of Bracket | Double arm 1.0 m Nos. 1.00 2261.70

8.15 SETC of Bracket | Single arm 1.5 m Nos. 1.00 1917.00

8.16 SETC of Bracket | double arm 1.5 m Nos. 1.00 2587.00

8.17 SETC of Bracket | single arm 2.0 m Nos. 1.00 2157.30

8.18 SETC of Bracket | double arm 2.0 m Nos. 1.00 3505.50

Providing & Constructing 1:2:4 CC

8.19 foundation for 7.5 & 8/8.5 mtr pole Pipe Nos. 0.00

Providing & Constructing 1:1.5:3 CC

foundation of 6 m long GI Pole

Providing & Constructing 1:1.5:3 CC

foundation of 7 m long GI Pole

Providing & Constructing 1:1.5:3 CC

foundation of 5 m long GI Pole

Supply and laying of GI "B" class pipe for

8.23 cable guard/ road crossing with making of Mtr 200.00 432.00

Zari for 40 mm Ø

Supply and laying of GI "B" class pipe for

8.24 cable guard/ road crossing with making of Mtr 200.00 502.00

Zari for 50 mm Ø

Cable end termination for 4 x 6 sq mm

Cable end termination for 4 x 10 sq mm

Cable end termination for 4 x 16 sq mm

SETC of 1.1 kV grade XLPE insulated Al

conductor armoured cable | 4 x 6 sq mm

SETC of 1.1 kV grade XLPE insulated Al

conductor armoured cable | 4 x 10 sq mm

SETC of 1.1 kV grade XLPE insulated Al

conductor armoured cable | 4 x 16 sq mm

Laying of cable with excavation of trench

having depth of 75 cms and refilling with

clay and covering with 38 mm Ø ID DWC

pipe to be laid in | Soft soil/ Kachcha Road

Laying of cable with excavation of trench

having depth of 75 cms and refilling with

8.32 clay and covering with 38 mm Ø ID DWC Mtr 2500.00 159.60

pipe to be laid in | Hard Murrum/ Asphalt

S.E.T.C. of LED Streetlight Luminaires

complete with all accessories for Road

having width of 6 to 9 m (Side

Arrangement) ≈ 15 W

S.E.T.C. of LED Streetlight Luminaires

complete with all accessories for Road

having width of 12 m (Side Arrangement)

VOL II PRICE BID SMC

S.E.T.C. of LED Streetlight Luminaires

complete with all accessories for Road

having width of 15 m (Side Arrangement)

S.E.T.C. of LED Streetlight Luminaires

complete with all accessories for Road

having width of 18 m (Central

Arrangement) ≈ 75 W

Supply of Decorative Luminaire (As per

Image) for Urban lighting, body made of

painted spun aluminum, The deep bowl

protector is made of polycarbonate grade

UV resistant IK 06 sealed with optical

compartment with IP66 protection.

Luminaire offers top opening access to gear

compartment with IP65 protection.

Minimum Luminaire dimensions of 545*

550 mm. Luminaire can be installed as a

suspended luminaire. The luminaire is

equipped with PMMA lenses with wide

photometry for increased of Light output.

Easy access to control gear compartment by

8.38 opening special latch kind of arrangement. Nos. 50 5929.00

Fixture is having external surge protection

of 10KV. Electronic driver is having power

factor>0.90*, THD<10*% and input

voltage ranges from 120-227V AC at 50Hz.

Minimum Luminaire efficacy is 125 lm/

watt system lumen 11250 lumen

(Confirmed by LM79 report from Third

party NABL approved lab) in CCT range of

5700k as per ANSI.CRI>70. Luminaire is

suitable for operating temperature (Ta)

from -20 to 50c. The BIS Approved

Filham/Philips/BAG Driver can withstand

320V AC for 48 hours and 360 V AC for

Supply of Decorative Luminaire (As per

Image) for Urban lighting, body made of

painted spun aluminum, The deep bowl

protector is made of polycarbonate grade

UV resistant IK 06 sealed with optical

compartment with IP66 protection.

Luminaire offers top opening access to gear

compartment with IP65 protection.

Minimum Luminaire dimensions of 545*

550 mm. Luminaire can be installed as a

suspended luminaire. The luminaire is

equipped with PMMA lenses with wide

photometry for increased of Light output.

Easy access to control gear compartment by

opening special latch kind of arrangement.

Fixture is having external surge protection

of 10KV. Electronic driver is having power

factor>0.90*, THD<10*% and input

voltage ranges from 120-227V AC at 50Hz.

Minimum Luminaire efficacy is 125 lm/

watt system lumen 9375 lumen (Confirmed

by LM79 report from Third party NABL

VOL II PRICE BID SMC

approved lab) in CCT range of 5700k as

per ANSI.CRI>70.

Luminaire is suitable for operating

temperature (Ta) from -20 to 50c. The BIS

Approved Filham/Philips/BAG Driver can

withstand 320V AC for 48 hours and 360 V

AC for 2 hours. Watt:75W

SETC of CCMS with GI Box {Capacity

kW, 1 Ø} & foundation

SETC of CCMS with GI Box {Capacity

kW, 3 Ø} & foundation

Painting the number and words for

(streetlight pole numbering and back

ground of colour as per Zone Code)

inventory Identification with good quality

of enamelled paint up to 20 characters +

Pipe type Earthing having 150 cms long

and 2.5 cms. Ø GI pipe with coupling and

buch buried in specially prepared earth pit

complete with necessary 25 x 3 mm size GI

earthing strip using salt and charcoal/ coke

as required for pipe type earthing

Disconnectiong the cable connection and

Providing straight joint with PVC mould

using heat shrink/cast resin type epoxy

compound insulating material and making

the joint complete using necessary in line

connectors, hardener, earth continuity

connection, spacers etc. and reconnection

the same & ensure tie joint resistance

within the limits as per IS. Up to 25 Sq.

Dismantling of swedge steel tubular pole

8.46 Carting of Pole other than High mast Pole: 0.00

(a) Up to 5 Nos. of Pole (Any Height) Nos. 90 220.00

(b) More than 5 Nos. of Pole (Any Height) Nos. 165.00

Total of Section-8

Section-9 : Horticulture

9.01 Cutting of Trees including Cutting of

Trunks, Branches and removal and stacking

of serviceable material with lifts, depositing

to the cocerned authority and all lead as

directed by Engineer-in-Charge.(Excluding

stumps removal)

9.02 Girth from 300 mm to 600 mm Nos.

9.03 Girth from 600 mm to 900 mm Nos.

9.04 Girth from 900 mm to 1800 mm Nos.

9.05 Girth above 1800 mm Nos.

9.06 Removal of Tree Stumps and Roots,

stacking and filling of pits complete as per

Technical Specifications Clause

(cutting of trees by others unless otherwise

directed by the Engineer)

9.07 Girth from 300 mm to 600 mm Nos.

9.08 Girth from 600 mm to 900 mm Nos.

9.09 Girth from 900 mm to 1800 mm Nos.

VOL II PRICE BID SMC

9.10 Girth above 1800 mm Nos.

9.11 Re-Plantation of Trees Nos. 56 1010.00

9.12 Earthwork in embankment including

median with selected yellow soil suitable

for gardening in layers of 20cm thickness cum 300 254.52

including watering, ramming consolidating

etc.with all leads and lifts etc.and complete

9.13 Folding Pot-Supply and fixing of Folding

Pot of Height 20", length 43" and thickness

60mm, as per the direction of Engineering

in charge , complete incl. all consumanlets, Nos. 19 6745.00

TandP and Labours required for the job.

Folding Pot (Height 20" , Length 43",

Thickness 60 mm)

9.14 Tree Plants-supply and fixing of tree plants

Ficus (Yellow/Green) Height 4.5'

9.15 Supplying and fixing (RCC

350X350X40mm) Parts with Tera Cota Nos. 16 350

9.16 Supplying and fixing (RCC

500X500X80mm) Parts with Tera Cota Nos. 16 450

9.17 Supplying and fixing (RCC

750X750X80mm) Parts with Tera Cota Nos. 16 950

9.18 Supplying and fixing (RCC

900X900X80mm) Parts with Tera Cota Nos. 16 1400

Total of Section-9

Section-10 : Miscellaneous

10.01 Excavation for pipe line trenches for water

supply, sewerage line, manhole etc. all with

shoring and struting if required as per

required gradient and line including safety

provisions using site rails and stacking

excavated stuff including up to all required

lead cleaning the site etc. complete for all

lifts and strata as specified.

In all sorts of soil and soft murrum

(A) Upto 1.5 Mt. depth from G.L. CUM 875.00 89.00

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

10.02 Providing , Carting, Conveying, Stacking,

Lowering, Laying and Jointing of ISI

Standard R.C.C.pipes conforming to

relevant IS Code & marked on it in

standard lengths of following class and

diameter suitable for either collar joints or

rubber ring joints including all taxes,

insurance, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to departmental

stores, stacking etc. complete.

Note: One rubber ring should be supplied

with each full length socketed pipe, cost

included in rates below.

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

Connection Line

VOL II PRICE BID SMC

(B) 250 mm dia (NP3 Class) RM 500.00 638.55

(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 0.00 1,557.65

10.03 Providing and constructing rectangular

brick masonry chamber for house

connection as per type design in brick

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

foundation M-150 in benching inside

plastering in C. M. 1:3 and outside

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

fixing RCC precast manhole frame and

covers, but Excl. supply of manhole and

cover etc. complete excl. excavation.

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

frame & cover-Light duty for house No. 100.00 1,733.00

connection chamber.

10.05 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 &

For Edge line marking of 15cm width Sq.m 591.00 367.72

For Center Line marking of 10cm width Sq.m 236.40 367.72

For pedestrian markigns at junctions(Zebra

For pedestrian markigns at junctions (Stop

10.06 Supplying of Molded Shank Raised

Pavement Markers made of polycarbonate

and ABS molded body and reflective

panels with micro prismatic lens capable of

providing total internal reflection of the

light entering the lens face and shall

support a load of 16000 kg tested in

accordance to ASTM D 4280 Type H and

complying to Specifications of Category A

of MORTH Circular No

RW/NH/33023/10-97 – DO III Dt 11.06.

1997. The height, width and length shall No. 800.00 217.40

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

nails and using epoxy resin based adhesive

VOL II PRICE BID SMC

as per manufacturer’s recommendation and

complete as directed by the engineer. (3M

or Equivalent Brand)

10.07 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

fabricated from suitable size iron angle of No. 40.00 3,540.12

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.

10.09 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 No. 20.00 3,990.64

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

VOL II PRICE BID SMC

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.

10.10 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

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.

10.11 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

10.12 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

10.13 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

VOL II PRICE BID SMC

10.14 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 RM 0.00 56.00

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.

10.15 Providing and fixing steel work welded in

built up section, framed work including

cutting, hoisting and fixing in position and Kg. 11,200.00 90.47

applying priming coat of red lead paint.

fabrication. M.S. tube 20-22 kg/rmt

10.16 Providing and applying two coats of

synthetic enamel paint to Steel railing as

per Technical Specification and as directed

by the Engineer.

10.17 Providing and laying in-situ PCC M20

grade cement concrete in foundations of

Railing including formwork, transporting,

placing, compacting, finishing, curing, etc. CUM 50.00 4,146.15

complete with all leads and lifts as per

drawing & specification and as directed by

10.18 C - Channel Bench :- Providing and fixing

C - Channel Bench made out of ISMC

and 0.9m height fixing with 8mm thick

base plate and seat.WPC plank (1.3 x

m), As per attached drawing including

bolt , painting , fixing , hardware and

labour etc.complete & instructed by in

charge Consultant.

10.19 M.S. Bollard :- Providing and fixing

of M.S. Bollard made out of MS

Pipe 65mm dia Heavy (C Class) and

0.9 m height fixing in CC 1:2:4 , As

per attached drawing including

necessary hardware and labour

etc.complete & instructed by in

charge Consultant.

10.20 Speed Table / Rise pedestrian Crossing

Providing & laying controlled

cement concrete M-40 exposed work

with curing etc. complete including Cum 46.00 4,443.25

the cost of formwork trapezoidal humps

have a slighlty raised flat section of a

carriageway with ramps on both sides

Total of Section-10

Section 11: Borewell

Drilling 300 mm diameter borewell in all

types of strata up to required depth

including cost of bentonite powder, carting

rings, cutter, other required materials,

labour charges etc. complete. The drilling

shall be done by mud flushed rotary

VOL II PRICE BID SMC

equipment and bore holes should withstand

at least till completion of subsequent

activities like assembly jointing, lowering

of casing / strainer pipes, gravels packing,

yield testing etc, complete up to required

depth as shown in drawing and directed by

engineer –incharge.

Cleaning of existing unusable / nonworking

borewell by applying air compressor of

capacity not less than 900 CFM/200 PSI for

minimum two hours or up to the

11.02 availability of sand free discharge HR 0.00 6,000.00

whichever is later including all labour

charges and hire charges of compressor and

other equipment etc. complete as directed

by engineer-incharge.

Excavation for foundation in and all kinds

of soil including leveling and rammingthe

bottom of trenches and foundation pits,

11.03 shoring, strutting, dewatering ifrequired, 0.00

slush removing, filling the sides up to

original ground level for rectangular

chamber and trench.

Providing and laying Cement Concrete

nominal mix 1:3:6 (1 cement: 3 coarse sand

: 6 hand broken stone aggregate 20mm

nominal size) and curing complete

including cost of form work as per drawing

in chamber etc. complete.

Providing & laying Fly ash Brick masonry

having crushing strength not less than

kg/sq.cm. 1:6 (1 cement : 6 fine sand) with

11.05 scaffolding, watering, curing etc. complete C.M. 12.50 3,898.04

with all labours and materials. various area

as directed by Engineer incharge.Upto

Providing 10 mm thick Cement Plaster in

single coat on brick/concrete walls far

interior plastering up to Floor two level and

finished even and smooth in cement mortar

1:3(1 cement 3 sand various area as

directed by incharge) .

Supplying and fixing 100 mm dia.standard

PVC pipe of approved Quality(Prince,

Supreme, Finolex) with ISImark, including

aperforated portion surrounding wire mesh

extended upto half the length of filter

chamber, jali at the end in filter chamber

and fitting of outside end with casing pipe

of borewell including excavation, filling of

earth, plumbing, fittings, clamping etc,

complete to divert the water from filter

chamber to borewell as shown in drawing

and directed by engineer –in- charge..

Supplying and filling clean best quality of

11.08 well- sorted sand having size 1 mm to 2 C.M. 5.00 450.00

mm in layer of required thickness in filter

VOL II PRICE BID SMC

chamber as per drawing and as directed by

Engineer –in- charge.

Supplying and filling clean best quality of

well sorted- " SEVALIYA" sorted pea

gravel having size 6 mm to 10 mm in layer

of required thickness in filter chamber as

per drawing and as directed by Engineer –

Supplying and filling clean best quality of

well- sorted brick bats having size 50 mm

11.1 to 150 mm in layer of required thickness in C.M. 7.50 428.00

filter chamber as per drawing and as

directed by Engineer –in- charge.

Supplying and fixing a display board of

size 450 mm x 300 mm or higher, nearthe

recharge system or on outer side of one

wall of filter chamber with letters

written“GROUNDWATER RECHARGE

Supplying and fixing of a cover made up of

2 mm thick Poly Carbonate sheet on

painted Mild Steel square pipes of 25 mm x

25mm x 2 mm and channels of 25 mm x

mm x 2 mm as shown in drawings over

filter chamber including all materials,

11.12 fittings and labour charges etc, complete S.M. 26.75 900.00

The fixing of cover over walls should have

arrangement of removing it from the wall

for cleaning of filter chamber and re-fixing

again from time to time as shown in

drawing and directed by engineer – in-

Supplying and fixing 100 mm dia. Standard

PVC pipe of approved Quality (Prince,

Supreme, Finolex) with ISI mark, of

required length including two valves at

outside of brickmasonary wall and nylon

mesh filter bag 100 x 500 mm fitted on

inside end of pipe including materials,

fittings, clamping, plumbing etc, complete

to keep away debris from roof top water

entering into the filter chamber as shown in

drawing and directed by engineer – in-

Providing, Supplying, Fixing in bore hole

160 mm dia 6 Kg/cm2 P.V.C Pipe of

approved Quality (Prince,

Supreme,Finolex) with ISI mark, in

borewell / filter chamber, including 3.2 mm

x 75 mm vertical perforations with spacing

of 4 to 5 mm (or equivalent standard

openings) in necessary lengths and

necessary fittings and as per site situation

and as directed by engineer –in- charge.

Supplying and filling clean best quality of

well- sorted " SEVALIYA " pea gravel

11.15 having size 4 mm to 6 mm surrounding C.M. 12.50 1,800.00

casing pipe in borewell as per drawing and

as directed by Engineer –in- charge

VOL II PRICE BID SMC

Providing, fixing and binding SS-304

Hexagonal wire mesh surrounding the

perforated casing pipe in filter chamber as

directed by Engineer –in- charge.

Providing, supplying and fixing 100 mm

dia. 6 kg / cm2 standard PVC pipe with ISI

mark, in brick masonary wall with jali at

outside of wall and nylon mesh filter bag

100 x 500 mm fitted on inside end of pipe

including plumbing, fittings, clamping etc,

complete to keep away debris from surface

runoff entering into the filter chamber as

shown in drawing and directed by Engineer

Demolition including stacking of

11.18 serviceable materials and Disposal of 0.00

unserviceable materials with lead and lift

11.19 (a) unreinforced cement concrete C.M. 0.00 270.00

11.2 (b) Brick work(Cement mortar) C.M. 0.00 270.00

Annual pre-monsoon maintenance -

cleaning, replacing of gravel sand

11.21 filter media, flushing with water etc. NOS 0.00 2,000.00

complete as per site situation and

directed by Engineering-in-charge.

Steel work, welded in built up

sections framed work including

cutting, hoisting, fixing in position and

applying a priming coat of red lead

paint. (A)In beams and joists,

channels angles Tees, flats, with

11.22 connecting plates or angle cleats as in KGS 167.50 88.00

main and cross beams. Hip and jack

rafters, purlins conneted to common

rafters and directed by Engineering-in-

Supplying and fixing 100 mm dia.

Standard PVC Valve of approved

Quality with ISI mark, including

materials, fittings, clamping, plumbing etc,

11.23 complete to as shown in drawing and NOS 0.00 1,000.00

directed by engineer – in- charge.

The foldable precast module square/circular

shall be a 3-feet cube (3ft x 3ft x 3ft)

structure, designed for quick assembly and

disassembly. The module will have a

mm thick with an 80 mm thick perforated

11.24 cover to allow water from surface runoff. NOS 5.00 5,400.00

The structure should be robust, durable, and

easy to transport, install, and maintain. The

module will be supplied, erected, and fixed

as per the directions of the Engineer-in-

VOL II PRICE BID SMC

The foldable Fibre-Reinforced Polymer

module square/circular shall be a 3-feet

cube (3ft x 3ft x 3ft) structure, designed for

quick assembly and disassembly. The

module will have a 5 mm thick with an

11.25 mm thick perforated cover to allow water NOS 0.00 6,850.00

from surface runoff. The structure should

be robust, durable, and easy to transport,

install, and maintain. The module will be

supplied, erected, and fixed as per the

directions of the Engineer-in-Charge.

The wall-mounted rainwater filter for a

sq m rooftop area, featuring 110 mm

inlet/outlet diameters and a 50 mm

impurities outlet. It operates with a

minimum 1-feet water head using a two-

stage filtration process: a multilayer HDPE

filter element in two curved layer, wrapped

on PU coated frame curved screen (400

11.26 micron) for larger debris, and a 200-micron NOS 5.00 2,200.00

HDPE polymeric screen for finer particles.

It achieves a filtration rate of 150 liters per

minute with over 95% efficiency or any

equivalent water filter. The UV-resistant

ABS construction or HDPE or any other

suitable materials ensures durability, and

installation will follow the Engineer-in-

Charge's directions.

Section Total -11

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 & Development of Iconic Road Consisting Cement

concrete pavement , providing & laying/fixing of pavement markings, road stud, road

signages with other traffic safety measures form Kabir Mandir to Bhavanimata Mandir to

Nagar Prathmik School to DKM Char rasta in Central Zone. (2nd attempt).

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.