1. Construction of Flexible Pavement of 18 (2X9.00) mt Width in 45 mt. Wide T.P. Road T.P. Scheme 102 (Kanad) 2. Construction of Flexible Pavement of 14 mt Width in 18 mt. Wide T.P. Road in T.P. Scheme 102 (Kanad) 3. Construction of Flexible Pavement of 7.0 mt Width in 18 mt. Wide and 12 mt Wide T.P. Road in T.P. Scheme 102 (Kanad) in Surat Urban Development Area.

Name Of Work : Package for (1) CONSTRUCTION OF FLEXIBLE PAVEMENT OF 14mt Width in 18 MT. WIDE T.P road in T.P SCHEME

102 (KANAD) IN SURAT URBAN DEVELOPMENT AREA (2) CONSTRUCTION OF FLEXIBLE PAVEMENT OF 14mt Width in 18 MT. WIDE

T.P road in T.P SCHEME 102 (KANAD) IN SURAT URBAN DEVELOPMENT AREA (3) CONSTRUCTION OF FLEXIBLE PAVEMENT OF 14mt

Width in 18 MT. WIDE T.P road in T.P SCHEME 102 (KANAD) IN SURAT URBAN DEVELOPMENT AREA

MEMORANDUM SHOWING ITEMS OF WORKS TO BE CARRIED OUT:

The Schedule B shall be read in conjunction with the Instruction to Bidders, General and Special Conditions of Contract, Scope

of Services and Specifications.

The quantities given in the Schedule B are estimated and provisional and are given to provide a common basis for bidding. The

2) basis of payment will be actual quantities of work ordered and carried out and valued at the rates and prices tendered in the

Schedule B, where applicable and otherwise at such rates and prices as the Engineer may fix within the terms of Contract.

The rates and prices tendered in the Schedule B shall, except in so far as it is otherwise provided under the contract, include all

equipment, construction plant, labour, supervision, materials, erection, maintenance, testing of input material delivered, profit,

taxes and duties together with all general risks, liabilities and obligations set out and implied in the Contract. The Contractor

shall provide all the equipment related to the project.

4) The percentage in schedule ‘B’ must be given in words and figures.

The whole cost of complying with the provisions of the Contract shall be included in the items provided in the Schedule B and

5) where no rates are provided the cost shall be deemed to be distributed among the rates and prices entered for the related

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Clearing and grubbing road land

including uprooting rank vegetation.

Grass bushes. Shrubs, saplings and

trees girth up o 300mm removal of

stumps of trees cut earlier and

disposal of unserviceable and stacking

of serviceable material to be used of

1 6.88 28455.09 Four Hundred Hectare

auctioned up to a lead of 1000meters

including removal and disposal of top

Nine Paisas Only

organic soil not exceeding 150mm in

thickness.(c ) By Mechanical means in

area of light jungle.

Demarkation of road alingment

including marking out road line by

providing and fixing wooden pegs or

steel rod of required size at every 25 Rupees Two

M to 50 M. including excavating Thousand Seven

trenches ion both sodes of 0.30 m. x Hundred Six and

0.30M. including supplying of labours Fifty Paisas Only

and all materials for every work etc.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Earthwork in cuting in all sorts of soil

and soft murrum including conveying Rupees One

and spreading the stuff, embankment Hundred Thirty

3 14400.00 as and where directed, from the end 134.63 Four and Sixty CU M

of the cutting with all required lead Three Paisas

Earth work for embankment including

breaking the clods, dressing, with all

lead and lift including watering and

consolidation of sub grade in layers at

O.M.C. to required density as per

MOST specification Clause No- 305 of Rupees One

fifth revision. including filling the Hundred Seventy

depressions which occur during the Seven and Ninety

process using power roller 8 T to l0 T. One Paisas Only

(B) Embankment with Borrow area

Soil (Yellow Soil)

Providing, laying and spreading of

compacted thickness of 300mm Hard

Murrum ( 50mm to 100mm size )

and binding material to compact to

the required density with 8 - 10 tonne

vibratory roller , maintaining the Rupees Eight

required slope & grade during the Hundred and

operation as approved by the Thirty Nine

engineer in charge & watering to the Paisas Only

proper moisture content and

sprinkled with the help of truck

mounted water tank fitted with

suitable arrangement etc completed

as per specification .

Construction of granular sub-base

200 mm thick by providing machine

crushed B.T. material satisfying

MORT&H specification (Fifth revision)

of grading V including spreading in

uniform layer with motor grader on

6 10202.40 1047.37 Seven and Thirty CUM

prepared surface, mixing by mix in

place method with rotavator at OMC

and compacting with vibratory roller

to achieve the desired density etc.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Construction of compacted layer of

required thickness with granular sub

base of river bed material (Grade-III)

by providing close graded material as

per gradation of MOST from available

and approved source and location of

7 12053.60 river bed collecting at stack yard for 1015.05 CUM

Fifteen and Five

screening and maintaining gradation

by mixing required size if required

carriage of a mix material to work site

spreading uniform layers

Providing, laying, spreading and

compacting graded stone aggregate to

wet mix macadam (WMM) in two

layer as per specification and

drawing including premixing the

Material with water at OMC in Rupees One

mechanical mix plant carriage of Thousand Two

8 12919.75 mixed Material by tipper to site, 1200.89 Hundred and CU M

laying in uniform layers with paver in Eighty Nine

sub- base / base course on well Paisas Only

prepared surface and compacting

with vibratory roller to achieve the

desired density as per MORT&H fifth

revision clause-

Providing and applying Bituminous

Prime coat on wet mix macadam

surface with mechanical sprayer

using Bitumen emulsion SS1 Grade @

7.5 kg/10 per sqm Including

preparing surfaces by brushing with

9 54234.00 124.00 Hundred Twenty SQ M

wire brushes for removing caked

mud, all loose dirts, heating the

bitumen etc complete as per

specification clause 502 of MoRT & H

fifth Revision.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and laying compacted

75mm thick dense graded bituminous

macadam in single layer with 60-90

TPH hot mix plant producing an

average output of 60 tonnes per hour,

tack coat at the rate of 2.50 kg/ 10 m2

of Bituminous Emulsion RS1 grade,

Bitumen Grade VG-30 in mix at the

rate of minimum 4.50% or as per

design mix, using crushed aggregates

of grading -II, premixed with Rupees Four

bituminous binder and filler, Thousand Eight

10 9357.00 transporting the hot mix to work site, 4856.70 Hundred Fifty MT

laying with a approved self propelled Six and Seventy

paving machine equipped with an Paisas Only

electronic sensing device paver

finisher with sensor control to the

required grade, level and alignment,

rolling with smooth wheeled,

vibratory and tandem rollers to

achieve the desired compaction as per

MORTH specification clause No.

complete in all respects.

Providing and laying 40 mm thick

bituminous concrete with 60-90 TPH

hot mix plant producing an average

output of 60 tonnes per hour, tack

coat at the rate of 2.50 kg/ 10 m2 of

Bituminous Emulsion RS1 grade,

Bitumen Grade VG-30 in premixed

with minimum bituminous binder @

5.40 per cent of mix using crushed

aggregates of grading II and filler

transporting the hot mix to work site,

11 5546.00 laying with a approved self propelled 5657.15 MT

paving machine equipped with an

electronic sensing device paver

finisher with sensor control to the

required grade, level and alignment,

rolling with smooth wheeled,

vibratory and tandem rollers to

achieve the desired compaction as per

MORTH specification clause No.

complete in all respects.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and applying asphalt

painting by mechanical sprayer on

B.T. surface using bitumen grade Vg-

30 at the rate of 5.00 kg/10 Sq.m &

spreading stone dust @

cumt./10 Sqm on painted surface

including operating cost of contractor Rupees Sixty

own equipment, fuel, lubricants, Eight and

carting of required materials all Nineteen Paisas

labour and material cost, preparing Only

surface by brushing with mechanical

broom/compressed air and finally

fanning the cleaned surface with

gunny bags to remove all loose dirts

Providing and laying hot applied

thermoplastic compound 2.5 mm

thick including reflectorising glass Rupees Three

beads at 250 grams / Sq.mt. area. Hundred Sixty

13 3675.00 Thickness of 2.5 mm is exclusive of 367.72 Seven and SQ M

surface applied. Glass beads as per Seventy Two

I.R.C. 35. The finished surface to be Paisas Only

level uniform and free from streaks

Supplying and fixing cat eye

(Stimsonite) made out from Acrilo

beautile sterine injuction high

compressed molding with reflector

Hundred Seventy

14 4943.00 made of MMC (prismatic type of size 375.72 Nos

Five and Seventy

12cm x 6cm x 2.5cm) provided with

Two Paisas Only

bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and fixing Informatory

Signs made out of 2mm aluminium

sheet, size 80 x 60 cms rectangle, as

per the design of IRC-67-1977. Pre

treated with phospheting process and

acid etching coated with one coat of

epoxy primer and two coat of best

quality epoxy paint, refloctrorized

with retro reflective sheeting as per

the latest M.O.S.T. specification,

Mt. long stand post and frame Rupees Three

fabricated from suitable size iron Thousand Eight

15 28.00 angle of 35 x 35 x 3 mm, 75 x 75 x 6 3856.90 Hundred Fifty Nos

mm as required painted with best Six and Ninety

quality epoxy coatings in black and Paisas Only

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 block

of size 45 x 45 x 60 cms for each leg,

including excavation curing etc.

complete under the supervision of

Engineer-In-Charge (B) High Intensity

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 Rupees Three

M.O.S.T.Specifications; 3.6mtr long Thousand Five

16 24.00 stand post of Iron Angle 75 x 75 x 3540.12 Hundred Forty Nos

6mm / 65NB Circular MS Pipe as and Twelve

required and frame fabricated from Paisas Only

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

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

STOP Sign :-Providing and fixing sign

boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum

composite Panel); size 90 cms.

Octagonal 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 Rupees Six

M.O.S.T.Specifications; 3.6mtr long Thousand Seven

17 10.00 stand post of Iron Angle 75 x 75 x 6704.36 Hundred Four Nos

6mm / 65NB Circular MS Pipe as and Thirty Six

required and frame fabricated from Paisas Only

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

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Give Way Sign :-Providing and fixing

sign boards made out of 2mm

aluminium sheet / 4mm ACP

(Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre

treated with phospheting process &

acid etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ; reflectorised

with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest Rupees Three

M.O.S.T.Specifications; 3.6mtr long Thousand Nine

18 10.00 stand post of Iron Angle 75 x 75 x 3906.19 Hundred Six and Nos

6mm / 65NB Circular MS Pipe as Nineteen Paisas

required and frame fabricated from Only

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 ma

supplying and applying rumbble strip

road marking with hot applied

thermoplastic paints with

reflactorising glass beads on bitumen

surface providing and laying a hot Rupees One

applied thermoplastic compoumd Thousand Four

8mm thick including reflactorising Hundred Fifty

glass beads @250gms per sqm area , One and Thirty

thickness of 8mm is excluding of Seven Paisas

surface applied glass beads as per IRC- Only

35 : 2015. The finished surface to be

level,uniform and free from streaks

Supplying & fixing jumbo bollard sign

swiss style made out of 1.5 m thick

C.R.C. sheet height 188cms. Bottom

diameter 30cms. Top diameter

18cms. With direction plate of 45cms.

Diameter fabricated as per attacged

20 18.00 drawing, pretreated with phospheting 5252.00 Nos

process painted with epoxy

coatings,Reflectorised with retro

reflective sheetings specified by

M.O.S.T. latest specification. (Engineer

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Flexible Median Marker : Providing

and Fixing of Flexible Median Marker

that are made of tough, high impact

resistant, injection-molded,

thermoplastic body with property of

flexibility to provide high durability.

The dimension of Flexible Median

Marker should not exceed 18.4 cm in

height(including shank height),12.5

Cm in width. ,0.65 cm in thickness and

shank depth shall be 3.4 cm The body

structure shall be rounded at all its

corners and edges. The plastic used Rupees Two

for molding the Flexible Median Hundred Seventy

21 464.00 Marker should survive impact load of 271.69 Nos

5kg continuously for 750 times at Nine Paisas Only

room temperature. The logo of the

manufacturer shall be embossed on

either side of the body in the injection

molding process. The Median Marker

shall have flame like shaped body

with, fluorescent yellow color retro-

reflective sheeting of size not less

than 90 Cm square, with fully

reflective micro prismatic cube

corners as its retro-reflective

elements as per IRC 67 2012 and

ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflect

Earthwork in cuting for gutter in all

sorts of soil and soft murrum

including conveying and putting stuff Rupees One

on spoil bank maintaining minimum Hundred Nine

distance of five meter between top and Forty One

edge and cutting and toe of spoil bank Paisas Only

with all required lead

Supplying and fixing reinforced

concrete heavy duty non pressure

pipes with collars for culverts

including setting and joining the Rupees Three

pipes in C.M. 1:2 watering and laying Thousand Two

23 425.00 (To level of slops of I.S. 458 / 1971 3271.56 Hundred Seventy Rmt

Class NP3 casted by vertically One and Fifty Six

vibrated technology of following Paisas Only

internal diameter. (v)

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Supplying and fixing reinforced

concrete heavy duty non-pressure

pipes with collars for culverts Rupees Two

carrying heavy traffic as per IS 458- Thousand One

24 375.00 1991 specifications including setting 2108.86 Hundred Eight Rmt

the pipes in C.M. 1:2 watering and and Eighty Six

laying (to level or slopes) of class NP3 Paisas Only

of following internal daimeters.(ii)

Filling available excavated earth

(excluding rock) in trenches. plinth,

sides of foundations etc. in layers not

25 277.91 exceeding 20 cm. in depth 136.92 Cum

consolidating each disposited layer by

Two Paisas Only

ramming and watering.

Providing and filling in foundation

with ordinary cement concrete M100

mix and providing necessary vertical

26 134.00 3226.25 Hundred Twenty CU M

pin headers including form

work,vibrating, ramming and curing

Five Paisas Only

Finishing wall with weather proof

exterior emulsion paint on wall

surface (two coats) to give an Rupees One

required shape even shade after Hundred Twenty

thoroughly brushing the surface to and Twenty Six

remove all dirt, and remains of loose Paisas Only

powdered materials.etc complete

Construction of brick masonary

circular chamber avg. 1.3 mt deep As Rupees Eight

per the drawings provided by Thousand Four

Engineer in charge provided with Hundred Fifty

preecast R.C.C perforated cover also Eight and

providing in side and outside Seventy Five

plastering of CM 1:3 etc.complete as Paisas Only

per the drawings provided.

Providing and casting in-situ ordinary

cement concrete M200 mix and Rupees Four

providing necessary pin headers Thousand Two

29 96.00 including shuttering, scaffolding, 4270.84 Hundred Seventy 0.00

laying, vibrating and finishing without and Eighty Four

V-grooves ( A ) Height from 0.0 to 5 Paisas Only

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and fixing in position

(Thermo mechnically Treated bars)

TMT Fe500 reinforcing bars of

various diameters for the above all

RCC works as per detailed designs

and drawings and schedule including

cutting, bending, hooking the bars,

30 3840.00 73.85 Three and Eighty 0.00

binding with 18 SWG GI wires with

Five Paisas Only

cost of all labour, materials, tools,

plants, equipments, supporting as

required with all lifts and leads etc. all

complete as per specification and as

directed by Engineer.

Providing and fixing pre-cast concrete

Median kerb stone of gray cement

based concrete block 30cm

length,77.5cm height and 20cm thick

of M250 grade concret as per

31 4800.00 1767.50 Hundred Sixty 0.00

approved design and including

Seven and Fifty

excavation for fixing in proper line

and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Providing, laying and spreading of

compacted thickness of 100mm

Stone dust with murrrum binding

material to compact to the required

density with 8 - 10 tonne vibratory

roller , maintaining the required

slope & grade during the operation as

32 520.00 26.82 Six and Eighty 0.00

approved by the engineer in charge &

Two Paisas Only

watering to the proper moisture

content and sprinkled with the help of

truck mounted water tank fitted with

suitable arrangement etc completed

as per specification .

Providing and fixing pre-cast Rubber

Dye / steel Dye inter locking concrete

block 60mm thick with grade of

concrete M300 pnumatic compressed

/ vibrated mechanically and as per Rupees Seven

approved design Confirming to IS Hundred Six and

15658 : 2006 including 35 mm Sand Ninety Three

layer for levelling and filling the joint Paisas Only

with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Supplying and erecting approved

make Octagonal pole made from HR

sheet steel. The pole should be made

as per IS. and shall be coated with hot

dip galvanizing as per IS

2629/2633/4759, suitable suspend

local wind speed with integral

Junction box consist of terminal plate

of min 6mm Hylam sheet, standard Rupees

profile 35mmX7.5mm Din-Rail for Nineteen

MCB Mounting, stud type terminal Thousand Seven

34 99.00 and arrangement for cable 19772.77 Hundred Seventy Nos

termination to be erected With Two and Seventy

Suitable foundation (Included) as per Seven Paisas

details given by manufacturer Only

considering site requirement.

(J) 11 Mtr. Long 90 mm Top X

mm bottom dia, 4 mm thickness with

300mmX300mmX20mm base plate, 4-

M24 Bolts and 750mm long with

necessary G.I. J Bolts .Approx Pole

Providing 1:2:4 cement concrete

foundation & 70 % PCC from bottom

including excavation for the pole of

size 60 x 60 x 120 cm. Deep in below

ground level with plinth of 45 cm x

35 99.00 2209.88 Hundred Nine Nos

cm(or 45 cm dia x 45 cm) high upper

and Eighty Eight

ground level with necessary curing

and finishing in approved manner. (

for 7.5 & 8/8.5 mtr pole)

Providing and erecting street light

pole bracket comprising main B Class

GI pipe of 4.2 cm/require outside dia.

complete with suitable B Class G.I

sleeve tubing of approx. 45cms.length

and suitable for 76.5 mm / 80mm. /

require size pole top having sufficient

fasteners for fixing the brackets and Rupees One

having spread of 1 mtr. length with Thousand Forty

suitable rise as per site condition & Five and Thirty

suitable welded stiffener reducer and Five Paisas Only

nipple with check nut complete

painted with one coat of Red oxide /

PU base primer and two coats of

Aluminium / PU paint. paint with

following nos of arms[C] Three Arm

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and erecting street light

pole bracket comprising main B Class

GI pipe of 4.2 cm/require outside dia.

complete with suitable B Class G.I

sleeve tubing of approx. 45cms.length

and suitable for 76.5 mm / 80mm. /

require size pole top having sufficient

fasteners for fixing the brackets and Rupees Eight

having spread of 1 mtr. length with Hundred Twenty

suitable rise as per site condition & Nine and Twenty

suitable welded stiffener reducer and One Paisas Only

nipple with check nut complete

painted with one coat of Red oxide /

PU base primer and two coats of

Aluminium / PU paint. paint with

following nos of arms.[A] Single Arm

Supplying and erecting LED street

light / Flood light fittings with High

power White LEDs wattage of 3 Watt

and above assembled on single

MCPCB, efficiency more than

lm/w and corrosion free High

pressure die cast aluminum housing

with smooth finish powder coated

and heat sink extruded aluminium

with diffuser and Polycarbonate

optics/ lenses, with toughened glass

with company mark/name engraved

or embossed 160 to 270 V,Power Rupees Six

Factor more than 0.95, THD < 10 %, Thousand Five

38 200.00 CCT 3000 K to 5700K,Uniformity 6566.01 Hundred Sixty Nos.

ratio >0.45, Luminaire efficacy> 100 Six and One

lumens/watt . LED driver efficiency > Paisas Only

85 %.( fittings required LM-79 & LM-

80 certificates)(NOTE: Below

description have shown ranges of

Wattage capacity of LED fittings.The

Engineer incharge may select any

wattage capacity between the ranges

(A) Street Light (IP-65), Surge

protection -4KV integral and ,Light

must have 440VAC line supply with

over-voltage protection.

(iv) above 90 to 120 watts Cat-lll

Making trench in soft soil of suitable

width of 90 cm deep for laying cable

Rupees Forty Six

or locating the fault all over the run

39 2600.00 46.46 and Forty Six Mtr.

and back filling the same and making

the surface as normal ground.

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Making trench in Hard Murrum / Tar

Road of suitable width of 90 cm or

required depth for laying any size of Rupees Sixty

40 1000.00 cable or locating the fault all over the 62.62 Two and Sixty Mtr.

run and back filling the same and Two Paisas Only

making the surface as normal ground.

Covering of cable with second class

bricks or cement tiles laid cover the

cable crosswise & also on both sides

41 1000.00 134.33 Four and Thirty Mtr

with covering of 7. 5 Cm. layer of sand

above & below cable (16 bricks per

Providing & laying approved make

Double walled corrugated pipes

(DWC) of polyethylene(conforming to

IS 14930 II )with necessary

connecting accessories of same Rupees Sixty

42 3216.00 material at required depth in existing 62.62 Two and Sixty Mtr.

trench for laying of cable. below Two Paisas Only

ground / road surface for enclosing

(A)50 mm outer dia

Providing & laying approved make

Double walled corrugated pipes

(DWC) of polyethylene(conforming to

IS 14930 II )with necessary

connecting accessories of same Rupees Ninety

43 800.00 material at required depth in existing 95.95 Five and Ninety Mtr

trench for laying of cable. below Five Paisas Only

ground / road surface for enclosing

(C)90 mm outer dia

Providing and erecting XLPE

(IS:7098)(I)-88 ISI armoured cable

multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on

44 285.00 138.37 Eight and Thirty Mtr.

wall with necessary clamps or in

existing trench / pipe of following

(C) 4 core 10 Sq. mm

Providing and erecting XLPE

(IS:7098)(I)-88 ISI armoured cable

multistrand / Solid Aluminium Rupees One

conductor for 1.1 KV. to be laid on Hundred Fifty

wall with necessary clamps or in One and Fifty

existing trench / pipe of following Paisas Only

(A) 4 core 16 Sq. mm

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Supplying and erecting Flexible PVC

insulated multi strand multi core

kv grade ISI marked copper wires of Rupees Forty

46 2000.00 following size to be erected as 44.44 Four and Forty Mtr

directed. Four Paisas Only

(e) 1.50 Sq.mm 3 core round PVC

Providing and erecting Miniature

circuit breaker single pole 0.5A to 2A

system and having breaking capacity

Hundred Seventy

47 200.00 10 KA to be erected in existing box. 270.68 Nos.

and Sixty Eight

confirming to IS 8828/1996 with ISI

Solder less crimping type Aluminium

lugs conforming to IS suitable for

cable of following size evenly crimped

with high pressure tool & connected Rupees Thirteen

48 792.00 to switchgear terminals with 13.13 and Thirteen Nos.

brass/cadmium plated nut bolts in an Paisas Only

approved manner

Solder less crimping type Aluminium

lugs conforming to IS suitable for

cable of following size evenly crimped

with high pressure tool & connected Rupees Fifteen

49 128.00 to switchgear terminals with 15.15 and Fifteen Nos.

brass/cadmium plated nut bolts in an Paisas Only

approved manner.

Providing and, fixing heavy duty

flange type brass cable gland with

rubber ring for PVC insulated Rupees Thirty

50 198.00 armoured cable complete with out 38.38 Eight and Thirty Nos.

going tails, insulating tape etc for Eight Paisas Only

following size of cables.

(C) 2 to 4 core 10 Sq. mm

Providing and, fixing heavy duty

flange type brass cable gland with

rubber ring for PVC insulated

Seven and Forty

51 8.00 armoured cable complete with out 47.47 Nos.

going tails, insulating tape etc for

following size of cables.

(D) 2 to 4 core 16 Sq. mm

Providing and erecting HOT deep

Galvanised iron strip wire 8 to

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Providing and erecting Pipe type

earthing having 150 cms.long and

cms. dia. galvanised iron pipe with

53 99.00 coupling and buch buried in specially 368.65 Nos.

Eight and Sixty

prepared earth pit complete with

Five Paisas Only

necessary 8 SWG earth wire.

For using salt and charcoal / coke as

required for pipe type earthing.

Hundred Seventy

One and Seventy

Supplying & erecting approved make

Digital time switch having lithium cell

6 years operative and operate battery

backup 1 channel day clock with

memory programme, suitable to

operate on 240V + 5%, 16A with, Rupees Three

floating contacts Minimum switching Thousand One

setup time 1 minimum & LCD display. Hundred Sixty

Also comprised permanent ON/OFF Eight and Thirty

switching. Programming switches & Seven Paisas

housed in fire proof thermoplastic Only

enclosure & transparent cover

erected as required with necessary

connection erected as directed.

Supplying & erecting power contactor

,AC3 duty for time switch complete

erected as per direction Cat III

56 4.00 2782.55 Hundred Eighty Nos

(D) 4 pole 440V 40 Amp.

Five Paisas Only

Providing & erecting 415V MCB Four

Pole Switch for Lighting Load (B

curve) having 10KA breaking capacity

57 4.00 & confirms to IS :8828 in existing box 638.32 Nos.

Eight and Thirty

having following capacity

Two Paisas Only

(b)40 Amp. Cat-III

Item Quanties Item of work Estimate Rates Unit Total amount

Item Quanties Item of work Estimate Rates Unit Total amount

No. estimated In Figures In Words accorinding

Supplying & erecting approved make

IP 55 grade Company fabricated

Timer Panel of following capacity for

switch On-Off street lights on time

scheduling basis made from 16G

CRCA sheet duly epoxy power painted

inside and outside with hinged doors Rupees Thirteen

and locking arrangement consisting of Thousand Three

58 4.00 suitable size of 4 Pole MCB and 4 pole 13350.18 Hundred Fifty Nos

contactor (cat-III)with analog time and Eighteen

switch, auto manual switch of same Paisas Only

make and suitable input and output

Bakelite terminals and with door

earthing approved by Engineer in

Add Drainage and Storm Water Drain (L.S) FLEXIBLE PAVEMENT OF 14mt Width in 18 MT.

WIDE T.P road in T.P SCHEME 102 (KANAD

I/We am/are willing to carry out the work at _________________________________________________________________ %

(percentage) above/below (Should be written in figures and word) of the estimated rates mentioned above. Amount of my/our tender

works out as under.-:

Estimated Amount put to tender Estimated Amount put to tender

*(Please strike out which is not applicable)

Note 1. All work shall be carried out as per public work department hand book and other specifications of Division or as directed.

Note 2. Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for work under

all condition, site, moisture/ weather etc.

Note 3. As per government (G.R building and other construction work welfare cess Act 1966, Labour and employment development

G.R.NO (WA/2004/841/M-3 Dt-30/01/2006 contractor shall have to pay 1 % Construction Cess on every bill amount.

SIGNATURE OF CONTRACTOR EXECUTIVE ENGINEER

SURAT URBAN DEVELOPMENT AUTHORITY