general€abstract schedule - 'a' cuddalore and gurubarapalli … · 2019-12-13 · 507...

Painting of kerb wall and de-silting of side drain in main roads and secondary roads

at SIPCOT Industrial Park, Thervoykandigai

Amount (Rs.)

Formation of road to Plot No.R-14 to R-22, Plot No.A-9/S and Line marking with stud

fixing at SIPCOT Industrial Complex, Gummidipoondi

Improvement and strengthening of existing roads (Balance roads) at SIPCOT

Industrial Complex, Cuddalore

(Rupees__________________________________________________________________________________only)

Description of work

GST 12% on Sub Total

SCHEDULE - 'A'

Name of work Formation of Roads, Improvement and strengthening of roads, street lights and other works in

SIPCOT Industrial Complexes / Growth Centre, Parks at Thervoykandigai, Gummidipoondi,

Cuddalore and Gurubarapalli

EMD: Rs.4,36,500/- Tender Date :19.12.2019

Providing of 12.5 m wide road to the plots A4 / 2A & B at SIPCOT Industrial Park,

Thervoykandigai


General Abstract

Sl.No.

II

III

I


IV

GRAND TOTAL


VForming internal road (Below tower line) at SIPCOT Industrial Park, Gurubarapalli

VI Providing Street light arragements to Gurubarapalli Krishnagiri District.



CONTRACTOR

No. of Corrections ...............

No. of over writtings ...............

CE

Sl.

No

Quantity Description of work TNBP

No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1

3300 Sqm

(Three

Thousand

Three

Hundred

Square meter

only)

Removal of light jungle and clearing away from the site

etc.complete as directed by the SIPCOT officers and as per

standards specification

1 Sqm

(One

Square

metre)

2

1220 Cum

(One

Thousand

Two Hundred

and Twenty

Cubic meter

only)

Forming Embankment using quarry dust having a CBR value

not less than 10% which has to be compacted properly and

form a stable embankment including cost, loading and

unloading and labour for proper setting out, shipping and

storing the top soil if necessary compacting the original

ground by vibratory roller to have a relative compaction of

required proctor density, spreading the materials uniformly

over the entire width of embankment etc. complete as

directed by SIPCOT Officers

1 Cum

(One

Cubic

metre)

I Formation of 12.5 m wide road to the plots A4 / 2A & B at SIPCOT

Industrial Park, Thervoykandigai

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

3

880 Cum

(Eight

Hundred and

Eighty Cubic

meter only)

Providing and Laying Wet Mix Macadam Base Course of

250mm compacted thickness in two layers of 125mm thick

or else as specified on the prepared sub base with graded

stone aggregates and Granular materials of quality size and

grading placed in layers as specified, including mixing in

base mix plant, spreading in uniform layer with motor grader

and compaction with vibrating rollers of 80 to 100 KN static

weight and fine dressing to required grade and cross slope

as shown in the drawing as per technical specification clause

408 of MORT & H.

1 Cum

(One

Cubic

metre)

4

3500 Sqm

(Three

Thousand

Five Hundred

Square meter

only)

Providing and applying Prime coat using Bitumen emulsion at

the rate of 6.00 kg per ten square metre over the WMM.

surface treated with primer preparatory to another

bituminous construction over it as per MoRT & H

Specification clause 502.

1 Sqm

(One

Square

metre)

5

3500 Sqm

(Three

Thousand

Five Hundred

Square meter

only)

Providing and applying Tack coat using Bitumen

emulsion at the rate of 2.50 kg per ten square metre over

the primed WMM surface treated with primer preparatory to

another bituminous construction over it as per MoRT & H

Specification clause 503.

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

6

270 Cum

(Two

Hundred and

Seventy

Cubic meter

only)

Providing and laying Hot Mix Dense Bituminous macadam

course of 75 mm thick (grade I)using course aggregate filler

and with 60/70 Gr Bitumen proportions as per mix

designcriteria specified the mixture is to be premixed in

central hot mix plant and spreading with selfpropelled

mechanical paver, consolidating with vibratory roller of 80 /

100 KN static weight as per standard specification clouse

507 of MORT & H.

1 Cum

(One

Cubic

metre)

7

3500 Sqm

(Three

Thousand

Five Hundred

Square meter

only)

Providing and laying tack coat using Bitumen Emulsion at the

rate of 2 kg per ten square metre over the DBM surface

preparatory to another bituminous construction over it as

per MoRT & H Specification clouse 503.

1 Sqm

(One

Square

metre)

8

150 Cum

(One Hundred

and Fifty

Cubic meter

only)

Providing and laying Bituminous concete of 40mm thick

(grade II) using course aggregate filler and with 60/70 Gr

bitumen proportions as per mix design criteria specified the

mixture is ti be premixed in central paver,consolidating with

vibratory roller of 80/100 KN static weight as per standard

specification clause 509 of MORT & H.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

9

90 Sqm

(Ninety

Square meter

only)

Providing and laying of hot applied thermoplastic compound

2.5mm thick including reflectorising glass beads @ 250 gms,

per sq.m. area thickness of 2.50mm is exclusive of surface

applied glass beads as per IRC :35. The finished surface to

be level, uniform and free from streaks and holes etc,

complete(as per MoRTH specification No.803)

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

10

98 Nos

(Ninety Eight

Numbers

only)

Providing and fixing reflective road studs of ‘category ‘B’

raised pavement markers made out of poly carbonate/ABS

moulded body and reflective panels(bi-convex reflectors)

with micro prismatic lens capable of providing total internal

reflection of the light entering the lens face with retro –

reflectance and chromaticity values confirming to ASTM

D4280. The reflective raised pavement markers shall also

confirm to the MORTH circular No. RW/NH.33023/10 97

–DO.III Dt:11.06.97 and the langth, height and width of the

body shall not be less than 100mm, 15mm and 90mm and

base of marker shall be flat within 1.3mm. The marker shall

support a load of 13635 kg tested in accordance with ASTM

D 4280. Lenses shall not be moulded of polycarbonate or

meth methyl methecrylate confirming to ASTM D 788. The

area of each retro- reflectory surface shall not be less than

13.00sq.cm. The slope or retro – reflectory surface shall be

35 + 5degree to base. Each reflector shall have a CIL not

less than values specified in table 2 of said MoRT&H circular

and two cylindrical polymer shanks of not less than 20mm

diameter and not less than 30mm length shall be provided

for better anchorage

1 No

(One

Number

)

TotalNo. of items in Schedule "A" - I - 10 (Ten items only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1

6300 Sqm

(Six

Thousand

Three

Hundred

Square

metres only)

Clearing light jungles after setting out the alignment

including grubbing the root bush, wastage logs and other

debries as directed by SIPCOT Officer.

1 Sqm

(One

Square

metre)

2

6260 Cum

(Six thousand

and two

hundred and

sixty cubic

metres only)

Forming the embankment portion of road and hard shoulder

portions of road and hard shoulder portions with good

quulity of hard earth with a conveyance of 2 km belt around

SIPCOT area and filling in layers of not more than 15cm

thick well watereing, ramming and consolidation etc.

complete complting with standard specifications and as

directed by SIPCOT Officers.

1 Cum

(One

Cubic

metre)

II Formation of road to Plot No.R-14 to R-22, Plot No.A-9/S and Line marking

with stud fixing at SIPCOT Industrial Complex, Gummidipoondi

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

3

1150 Cum

(One

thousand and

one hundred

and fifty cubic

metres only)

Construction of Granular Sub - Base (GSB) to the required

compacted thickness (Drainage layer) by providing approved

coarse graded material conforming to Grading - V of Table

400 - 1 and satisfying the physical rquirement for material

for GSB as per Table 400 - 2 of MORTH Rv. - 5 including

screening, spreading in uniform layers with motor grader on

prepared surface, watering and premixing y mix in place

method with rotavator at OMC, and compacting with

Vibratory roller 80 to 100 KN static weight to achieve the

desireed density and fine dressing to rquired grade and cross

slope as directed by the SIPCOT officers etc., complete

inculding obtaining and transporting all materials from

approved quarry site to work site with all lift and lead by

mechanical transport, head load or any other mode of

transportation including cost and conveyance of all

materials, labour charges, hire charges and fuel charges for

loader, water tanker with sprinkler, motor graderr, vibratory

road rollers and all other equipments, tools and plants,

safety measures, testing required including as per the

standared specification as per clause 401 of MORTH Rev. - 5

and as directed by the SIPCOT Officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

4

1430 Cum

(One

thousand and

four hundred

and thirty

cubic metres

only)

Providing and Laying Spreading and compacting graded

stone aggreats to Wet Mix Macadam Base Course

of 150mm compacted thickness specification as specified on

the prepared sub base by providing approved coarse graded

material conforming to Table 400 - 13 and satisfying the

physical requirements for material for WMM as er Table 400 -

12 of MORTH Rec. - 5, including pre - mixing the aterials

with water at OMC in mechanical mix plant carriage of mixed

material by tipper to site laying in uniform layer with favours

in subbase / base course on well prepared surface and

compacting with vibratory roller to achieve the dsired

density including cost of material, labour charges, rental for

machinery, ful and all other incidental charges etc., complete

as per clause 406 of MORTH Rev. - 5 and as directed by

SIPCOT Officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

5

5300 Sqm

(Five

thousand

three

hundred

square

metres only)

Providing and laying single coat of low viscosity liquid

bituminous material to the absorbent WMM surface using

7.00 kg of bituminous emulsion primer having kinetic

viscosity of 30 - 60 centistokes at 60oC complying with IS

8887 for 10 sq.m. area including cost of bituminuous primer,

labour charges for preparing the surface to lay the

bituminous primer and applying required quantity of

bituminuous primer as prime coat by bituminous sprayer etc.

completer as per clause 502 of MORT & H specification and

as directed bySIPCOT Officers.

1 Sqm

(One

Square

metre)

6

9200 Sqm

(Nine

thousand two

hundred

square

metres only)


bituminous material using 2.50 kg of liquid bituminous

emulsion complying with IS 8887 for 10 sq.m. area over the

WMM surface treated wih primer as tack coat, including cost

of bituminuous binder, labour charges for preparing the

surface to lay the bituminous binder for applying the

required quantity of bituminuous binder as tack coat by

bituminous sprayer etc. completer as per clause 503 of

MORT & H specification and as directed bySIPCOT Officers.

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

7

645 Cum

(Six hundred

and Fourty

five cubic

meter only)

Providing and laying 50 mm compacted thickness Dense

Bituminous Macadam using 0.24 cum of 26.50 - 13.20 mm

IRC size graded metal 0.25 cum of 13.20 - 2.36 mm IRC

graded metal and 0.23 cum of 2.36 mm and below IRC size

HBG metal with 53.20 kg of VG30 / VG40 bitument for

premixing for 10 sq.meter including cost and conveyance of

all materials to CMP site heating the bitumen and other

materials to CMP site heating temperature and mixing them

n required temperature in cntral hoti mix plant 20-30 tonnes

capacity, conveying the mix by tipper trucks to paver site,

spreading the mix in required temperature for uniform

thickness of 50mm with mechanical paver to the specified

grades and cross sections and compaction by bibratiry

Pneumatic Roller to the required density etc., including

labour charges for loading the bitumen in bitumen tank and

metal to feeder unit, lobour for attending to paver site etc.,

including hire, fuel charges for 20-30 tonnes capacity CMP

unit bitumen boiler, tipper trucks, paver finisher / 9 m paver

fininsher, vibratary / Pneumatic Roller, and all other tools &

plants required including fuel and all other incidental charges

etc., complete as per specification using CMP as per clause

505 MORTH Rec. V specification and as per directed SIPCOT

Officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

8

9200 Sqm

(Nine

thousand two

hundred

square

metres only)


bituminous materials using 2.00 Kg of liquid bituminous

emulsion complying with ISS 8887 for 10 sqm. area over the

DBM surface as tack coat, including cost of Bituminuous

binder, labour charges for preparing the surface to lay the

bituminous primer for applying the required quantity of

bituminous binder as tack coat by bituminous sprayer etc.,

Complete as per clause 503 of MORT & H specification and

as directed by SIPCOT Officers.

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

9

370 Cum

(Three

hundred and

seventy cubic

metres only)

Providing and laying 40mm compacted thickness bituminous

concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size

HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and

0.26 Cum. of 2.36 mm and below size graded metal with

50.30 of bitumen grade VG 30/VG40 confirming to IS 73 for

pre mixing for 10 Sq. meter and using materials as per table

500 - 17 and staifying the physical requirement for material

for course aggregates for BC as per table 500 - 16 of MORTH

REV-V including cost and conveyance of all materials to CMP

site , heating the bitumen andaggregates to required

temperature and mixing them in required temperature in

central hot mix plant 20-30 tonnes capacity, conveyin the

mix by tipper trucks to paver site spreading the mix in

required temperature for uniform thickness of 40mm with

mechanical paver to the specified grades and cross sections

and consolidation 80-100 kn vibratory/Pneumatic road roller

to the required density etc., includinglabour charges for

loading the bitumen in bitumen tank and metal to feeder

unit, labour for attending to paver site etc., including hire,

fuel charges for 20-30 tonnes capacity CMP unit bitumen

boiler, tipper trucks, paver finaisher/9 m paver finisher

/Vibratory/Pneumatice road roller , and all other tools and

plants requried, including fuel and all other incidental

charges etc., complete as per specification using CMPP as

per clause 507 OF MORTH REV. specification and as directed

by SIPCOT Officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

10

4280 Sqm

(Four

thousand and

wo hundred

and eighty

square

metres only)

Providing and laying of hot applied thermo plastic compound

2.5 mm thick including refletorising glass beads @ 250 gms

per Sq.m. area, thickness of 2.50 mm is exclusive of

surface applied glass beads as per IRC : 35. The finished

surface to be level, uniform and free from streaks and holes

etc., complete as per MORTH Specification No. 803 and as

directed by SIPCOT officers .

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

11

1700 Nos

(One

thousand ans

seven

hundred

Numbers

only)

Providing and fixing reflective Road studs of category 'B'

Raised pavement markers made out of poly carbonate / ABS

moulded body and reflective panels (bi-convex reflectors)


reflection of the light entering the lens face with retro-

reflectance and chromaticity values conforming to ASTM


confirm to the MORTH circular No.RW / NH.

33023/10/97.DO.III dt. 11.06.97 and the length, height and

width of the body shall not be less than 100 mm, 15 mm and

90 mm and base of marker shall be flat within 1.3 mm. The

marker shall supplort a load of 13635 kg tested in

accordance with ASTM D4280. Lenses shall be moulded of

Polycarbonate or methyl methecrylate conforming to ASTM

D788. The area of each retro - reflectory surface shall not

be less than 13.0 sq.cm. The slope or retro - reflectory

surface shall be 35 + 5 degree to base. Each reflector shall

have a CIL not less than values specified in table 2 of said

MORT &H circular and two cylindrical Polymer Shanks of not

less than 20 mm diameter and not less than 30 mm length

shall be provided for better anchorage.

1 No

(Each)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

12

60 Rm (Sixty

running

metres only)

Supplying and laying of 300 mm dia. RCC non pressure spun

pipes with socket and spigot ends - NP 3 class as per IS

458/2003 manufactured with sulphate resistance cement

with 12 mm Hi- alumina lining with rubber rings including

labour charges for laying at proper levels and locations as

directed by Engineer in charge, transportation cost, jointing

materials, etc. complete as per standard specification and


1 Rm

(One

running

metre)

13

1685 Cum

(One

thousand and

six hundred

and eighty

five cubic

metres only)

Earth work excavation for side drain work in all classes of

soils such as hard stiff clay, stiff black cotton soil, hard red

earth, shales, murram, gravel, stoney earth and earth mixed

with small size boulders etc. except hard rock requiring

blasting as per SS 20-B (HGS SS.20.B.) and depositing the

same to the road side as directed by Engineer in charge etc.

complete as per standard specification and as directed by

the SIPCOT officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

14

9 Cum (Nine

cubic metres

only)

Providing plain Cement Concrete 1:4:8 (One cement, Four

sand and eight aggregate) using 40mm size Hard broken

granite stone jelly for foundation, flooring bed, dummy

columns, mudmat below column footings, Grade beams etc.

laid in layers not exceeding 15cm thick including cost and

conveyance of all materials and labour to work site, mixing

of concrete, laying, compacting, curing with all leads for soft

potable water, hire and fuel charges for all tools and plants

including all other incidental charges such as bailing out

water for forming protective bunds, coffer dams and shoring,

strutting etc. complete complying with standard

specifications and as directed by "SIPCOT" officers. (in all

heights and all depths)

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

15

Supplying and erecting form work for steel centering for

sides and soffits including supports and strutting upto a

height of 3.90m in all floors for RCC slabs, beams TEE or

EL beams, lintels, stair case beams, side walls etc., with all

cross bracings using mild steel BG 10 sheets of size 90 cm x

60 cm stiffened with welded mild steel angles of size 25mm

x 25mm x 3mm laid over silver oak (country wood) joists of

size 10cm x 6.5cm spaced at about 90cm centre to centre

and supported by casurina props of 10 cm to 13cm dia

spaced at 75cm centre to centre etc., Complete complying

with standard specification and as directed by SIPCOT

Officers.

a

190 Sqm

(One hundred

and ninety

square

metres only)

For Vertical surfaces 1 Sqm

(One

square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

b

38 Sqm

(Thirty eight

square

metres only)

For Plane surfaces 1 Sqm

(One

square

metre)

16

58 Qtl (Fifty

eight quintal

only)

Supplying, Fabricating and placing in position steel

reinforcement grills using M.S. / R.T.S. rods of all sizes of

reinforcement for all Reinforced cement concrete works

including cost and conveyance of steel, binding wire,spacer

bars, cover blocks, labour charges for unbending of rods,

straighteing, cutting, fabricating, tying, lifting, placing in

position, overlaping to the required length whereever

necessary cover blocks and all other incidental charges etc.

complete complying with standard specifications and as

directed by "SIPCOT" officers. (The steel rods must be Fe

415 grade of any brand with ISI marking and necessary test

certicate to be produced before using it at site)

1 Qtl

(One

qunital

only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

17

55 Cum (Fifty

five cubic

metres only)

Providing Reinforced Cement Concrete M-25 Design mix

(One cement, One and a half sand and three jelly) using

Machine crushed 10 mm & 20mm size Hard Broken granite

ISS stone Jelly for all RCC including cost and conveyance of

all materials and labour to work site excluding cost of

centering, shuttering, strutting and cost of MS / RTS

Reinforcement grills placed in position but including machine

mixing of concrete, laying, vibrating with mechanical

vibrators, finishing, curing, etc., complete and as directed by

SIPCOT officers etc. complete complying with standard

specifications and as directed by "SIPCOT" officers.

1 Cum

(One

cubic

metre)

18

9 Sqm (Nine

square

metres only)

Painting two coats of black and white bands alternatively

each coat separately using black and white enamel paints of

approved quality including cost and conveyance of paint,

painting articles and utencils, labour charges etc., complete

complying with standard specification and as directed by

SIPCOT officers.

1 Sqm

(One

square

metre)

TotalNo. of items in Schedule "A" - I - 18 (Eighteen items only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1

6100 Sqm

(Six thousand

and One

Hundred

Square

metres only)

Clearing Light jungle after setting out the alignment

including grubbing the root bush, waste logs and other

debries as directed by the Engineer in charge for clearing

and including all other incidental charges, etc. complete as

per standard specification.

1 Sqm

(One

Square

metre

only)

IIIImprovement and strengthening of existing roads (Balance roads) at SIPCOT Industrial Complex,

Cuddalore

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

2

2550 Cum

(Two

thousand and

five hundred

and fifty

Cubic meters

only)

Construction of Granular Sub - Base (GSB) to the required

compacted thickness (Drainage layer) by providing approved

Coarse graded material conforming to Grading- V of Table

400 - 1 and satisfying the physical requirement for material

for GSB as per Table 400 - 2 of MORTH Rev.-5 including

screening, spreading in uniform layers with motor grader on

prepared surface, watering and premixing by mix in place

method with rotavator at OMC, and compacting with

Vibratory roller 80 to 100 KN static weight to achieve the

desired density and fine dressing to required grade and

cross slope as directed by the SIPCOT officers etc.,

complete including obtaining and transporting all materials

from approved quarry site to work site with all lift and lead

by mechanical transport, head load or any other mode of

transporation including cost and conveyance of all materials,

labour charges,hire charges and fuel charges for loader,

water tanker with sprinkler,motor grader, vibratory road

rollers and all other equipments, tools and plants, safety

measures, testing required including all other incidental

charges, etc., complete as per the standard specification as

per clause 401 of MORTH Rev.-5 and as directed by the

SIPCOT officers.

1 Cum

(One

Cubic

metre

only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

3

1065 Cum

(One

thousand and

sixty five

Cubic meters

only)

Providing and laying, spreading and compacting graded

stone aggreates to Wet Mix Macadam Base Course of

250mm compacted thickness specification in two layers of

125mm thick each or else as specified on the prepared sub

base by providing approved Coarse graded material

conforming to Table 400 - 13 and satisfying the physical

requirement for material for WMM as per Table 400 - 12 of

MORTH Rev.-5, including pre-mixing the materials with

water at OMC in mechanical mix plant carriage of mixed

matrerial by tipper to site laying in uniform layers with

favours in subbase/ base course on well prepared surface

and compacting with vibratory roller to achieve the desired

density including cost of material, labour charges, rental for

machinery, fuel and all other incidental charges etc.,

complete as per clause 406 of MORTH Rev.-5 and as


1 Cum

(One

Cubic

metre

only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

4

4300 Sqm

(Four

thousand

three

hundred

square

metres only)


bituminous material to the absorbent WMM surface using

7.00kg of bituminous emulsion primer having Kinetic

viscosity of 30-60 centistokes at 60oC complying with IS

8887 for 10 sq.m. area including cost of bituminous primer,

labour charges for preparing the surface to lay the

bituminous primer and applying required quantity of

bituminuous primer as prime coat by bituminous sprayer etc.



1 Sqm

(One

Square

metre)

5

13000 Sqm

(Thirteen

Thousand

Square

metres only)


bituminous material using 2.50 Kg of liquid bituminous


WMM surface treated with primer as tack coat, including cost

of Bituminuous binder, labour charges for preparing the

surface to lay the bituminous binder for applying the

required quantity of bituminous binder as tack coat by

bituminous sprayer etc., Complete as per clause 503 of

MORT & H specification and as directed by SIPCOT Officers.

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

6

660 Cum

(Six hundred

and sixty

Cubic metres

only)

Providing and laying 50mm compacted thickness dense

bituminous macadam using 0.35 cum of 26.5 -13.2mm IRC

size graded metal 0.21 cum of 13.20 - 2.36mm IRC graded

metal and 0.14 cum of 2.36mm and below IRC size HBG

metal with 0.010 cum. of stone dust as filling materilas and

49.50 kg of bitumen grade 60/70 for premixing for 10

Sq.meter includin cost and conveyance of all materials to

CMP site including cost and conveyance of bitumen and

other materilas to CMP site heating the bitumen and

aggregates to required temperature and mixing them in

required temperature in central hoti mix plant 20-30 tonnes

capacity, conveying the mix by tipper trucks to paver site,

spreading the mix in required temperature for uniform


grades and cross sections and compaction by 8-10 tonnes

power roller to the required density etc., including labour

charges for loading the bitumen in bitumen tank and metal

to feeder unit, labour for attending to paver site etc.,

including hire,fuel charges for 20-30 tonnes capacity CMP

unit bitumen boiler, tipper ttrucks, paver finisher, vibrating

roller rolling, and all other incidentakl charegs etc., complete

asper standard specification and as per specification of

MORTH V.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

7

13900 Sqm

(Thrirteen

thousand nine

hundred

square

metres only)


bituminous materials using 2.00 Kg of liquid bituminous


DBM surface as tack coat, including cost of Bituminuous

binder, labour charges for preparing the surface to lay the

bituminous primer for applying the required quantity of

bituminous binder as tack coat by bituminous sprayer etc.,



1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

8

560 Cum

(Five hundred

and sixty

cubic metres

only)

Providing and laying 40mm compacted thick Bituminous

Concrete (BC) using 0.13 cum of 19.00 - 9.50mm graded

metal, 0.17 cum of 9.50 - 2.36mm IRC graded metal and

0.26 Cum. of 2.36 mm and below IRC graded metal with

50.30Kgs. of bitumen of grade VG-30/ VG-40 coforming to

IS:73 for premixing per 10sq.m. and using material as per

Table 500 - 17 (BC) and satisfying the physical

requirement for material for coarse aggregate for BC as per

Table 500 - 16 of MORTH Rev.-5 including cost and

conveyance of all materials to CMP site, heating the bitumen

and aggregates to the required temperature and mixing

them in required temperature in Central Hot Mix Plant 20-30

tonnes capacity, conveying the mix by tipper trucks to paver

site, spreading the mix in required temperature for uniform


grades and cross sections and consolidated by 80-100KN

vibratory/pneumatic road roller to the required density etc.,

including labour charges for loading bitumen into bitumen

tank and metal to feeder unit, labour for attending to paver

site etc., including hire charges and fuel charges for 20 - 30

tonnes CMP with bitumen boiler, tipper trucks, paver

finisher/ 9 m paver finsher, vibratory / pneumatic road

rollers and all other tools and plant required including fuel

and all other incidental charges, etc., complete as per

specification using CMP as per clause 507 of MORTH Rev-5

specification and as directed by SIPCOT Officers.

1 Cum

(One

Cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

9

710 Sqm

(Seven

hundred and

ten Square

metres only)

Providing and laying of hot applied thermo plastic compound

2.5 mm thick including refletorising glass beads @ 250 gms

per Sq.m. area, thickness of 2.50 mm is exclusive of

surface applied glass beads as per IRC : 35. The finished

surface to be level, uniform and free from streaks and holes

etc., complete as per MORTH Specification No. 803 and as

directed by SIPCOT officers .

1 Sqm

(One

Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

10

500 Nos

(Five hundred

Numbers

only)

Providing and fixing reflective Road studs of category 'B'

Raised pavement markers made out of poly carbonate / ABS

moulded body and reflective panels (bi-convex reflectors)


reflection of the light entering the lens face with retro-

reflectance and chromaticity values conforming to ASTM


confirm to the MORTH circular No.RW / NH.

33023/10/97.DO.III dt. 11.06.97 and the length, height and

width of the body shall not be less than 100 mm, 15 mm and

90 mm and base of marker shall be flat within 1.3 mm. The

marker shall supplort a load of 13635 kg tested in

accordance with ASTM D4280. Lenses shall be moulded of

Polycarbonate or methyl methecrylate conforming to ASTM

D788. The area of each retro - reflectory surface shall not

be less than 13.0 sq.cm. The slope or retro - reflectory

surface shall be 35 + 5 degree to base. Each reflector shall

have a CIL not less than values specified in table 2 of said

MORT &H circular and two cylindrical Polymer Shanks of not

less than 20 mm diameter and not less than 30 mm length

shall be provided for better anchorage.

1 No

(Each)

TotalNo. of items in Schedule "A" - II - 10 (Ten items only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1

13500 Sqm

(Thirteen

Thousand

Five Hundred

Square meter

only)

Painting two coats of black and white bands alternatively

each coat separtely using black and white enamel paints of

approved quality including cost and conveyance of paint,

painting articles and utencils labour charges etc., Complete

complying with standard specification and as dircted by

SIPCOT Officers.

1 Sqm

(One

Square

metre

only)

2

1163 Cum

(One

Thousand

One Hundred

and Sixty

Three Cubic

meter only)

Desilting of Existing RCC Drain

1 Cum

(One

Cubic

metre

only)

IV Painting of kerb wall and de-silting of side drain in main roads and

secondary roads at SIPCOT Industrial Park, Thervoykandigai

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

3

1163 Cum

(One

Thousand

One Hundred

and Sixty

Three Cubic

meter only)

Disposal of the Desilted Earth to a distance of 10 Km from

the site including loading charges as instructed by the

SIPCOT Officers.

1 Cum

(One

Cubic

metre

only)

TotalNo. of items in Schedule "A" - IV - 3 (Three items only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1 16500 Sqm

(Sixteen

thousand and

five hundred

square

metres only)

Clearing and grubbing road land including uprooting wild

vegetation, grass, bushes, shrubs, saplings and trees of girth

upto 300mm, removal of stumps of such trees cut earlier

and disposal of unserviceable materials and stacking of

serviceable material to be used or auctioned, upto a lead of

1km including removal and disposal of top organic soild not

exceeding 150mm in thickness as per Technical Specification

Clause 201.

1 Sqm

(Square

metre)

2 750 Cum

(Seven

hundred and

fifty cubic

metres only)

Quarrying, Wedging and Chiseling the hard rock measured in

solid and removing them away from site where blasting is

prohibiteed etc., complete as per standard specification and


1 Cum

(One

cubic

metre)

3 7187 Cum

(Seven

thousand and

one hundred

and eighty

seven cubic

metres only)

Earth work excavation in all types of soils for the

construction of roadway embankment to the required line,

grade, slope and level including stacking reusable materials

and disposal of unwanted excavated material and all lift as

per Technical Specification clause 301 of MORT&H

specifications complete and as directed by SIPCOT Officers

FOR CUTTING

1 Cum

(One

cubic

metre)

V Forming Internal road (Below tower line) at SIP, Gurubarapalli

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

4 7187 Cum

(Seven

thousand and

one hundred

and eighty

seven cubic

metres only)

Filling Utilising the cutting earth for the construction of

roadway embankment to the required line, grade, slope and

level using Vibratory roller water sprinkler etc., including

stacking reusable materials and disposal of unwanted

excavated material with a lead of 1 Kms. and all lift as per

Technical Specification clause 301 of MORT&H specifications

complete and as directed by SIPCOT Officers. - For

Compaction.

1 Cum

(One

cubic

metre)

5 8276 Cum

(Eight

thousand and

two hundred

and seventy

six cubic

metres only)

Formation of Embankment with approved selected material

from borrow areas to the required line, grade and level,

compacted to 95% of modified proctor MDD using Vibratory

roller and as per technical specifications/Clause 305 of

MORT&H specifications etc., complete including all leads and

lifts and labour as per the technical specification etc

complete and as directed by the SIPCOT Officers - FOR

FILLING

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

6 2650 Cum

(Two

thousand and

six hundred

and fifty cubic

metres only)

Granular Sub-base with Graded Material (Table:- 400-1)

Plant Mix Method: Construction of granular sub-base 200mm

thick by providing close graded Material, mixing in a

mechanical mix plant at OMC, carriage of mixed Material to

work site, spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory power roller

to achieve the desired density, complete as per clause 111,

112, 401 & 900 of MORTH Vth Revision etc.,complete - for

grading- V Material

1 Cum

(One

cubic

metre)

7 2100 Cum

(Two

thousand and

one hundred

cubic metres

only)

Wet Mix Macadam (Table 400-13): Providing, laying,

spreading and compacting graded stone aggregate to wet

mix macadam specification 250mm thick including premixing

the Material with water at OMC in mechanical mix plant

carriage of mixed Material by tipper to site, laying in uniform

layers with paver in subbase / base course on well

prepared surface and compacting with vibratory roller to

achieve the desired density, as per clause 111, 112, 406 &

900 of MORTH Vth Revision etc.,complete as directed by the

SIPCOT Officers.

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

8 8400 Sqm

(Eight

thousand and

four hundred

square

metres only)

Providing and applying primer coat with bitumen emulsion

(SS-I type) on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of

7.0 kg/ 10sqm using mechanical means as per clause 111,

112, 502 & 900 of MORTH Vth Revision - over WMM/ WBM


1 Sqm

(Square

metre)

9 8400 Sqm

(Eight

thousand and

four hundred

square

metres only)

Providing and applying tack coat with bitumen emulsion (RS-

I type) using emulsion pressure distributor at the rate of

2.50 kg per 10 sqm on the prepared bituminous/granular

surface cleaned with mechanical broom as per clause 111,

112, 503, 900 of MORTH Vth Revision - over granular

surfaces treated with primer

1 Sqm

(Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

10 630 Cum (Six

hundred and

thirty cubic

metres only)

Dense Graded Bituminous Macadam (Table - 500-10):

Providing and laying dense bituminous macadam 75mm

thick with Hot Mix Plant using crushed aggregates of

specified grading, premixed with bituminous binder

(Viscosity Grade 40) at percentage specified by JMF by

weight of total mix of mix and filler, transporting the hot mix

to work site, laying with a hydrostatic paver finisher 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.111, 112,

501, 505 & 900 Grading II as directed by SIPCOT Officers.

1 Cum

(One

cubic

metre)

11 8400 Sqm

(Eight

thousand and

four hundred

square

metres only)

Providing and applying tack coat with bitumen emulsion (RS-

I type) using emulsion pressure distributor at the rate of 2kg

per 10 sqm on the prepared bituminous/granular surface

cleaned with mechanical broom as per clause 111, 112, 503,

900 of MORHT Vth revision - over Granular Surfaces trated

with primer as directed by SIPCOT Officers.

1 Sqm

(Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

12 333 Cum

(Three

hundred and

thirty three

cubic metres

only)

Bituminous Concrete (Table 500-17): Providing and laying

bituminous concrete 40mm thick with hot mix plant using

crushed aggregates of specified grading, premixed with

bituminous binder (Viscosity Grade-40) at percentage

specified by JMF of mix and filler, transporting the hot mix to

work site, laying with a hydrostatic paver finisher 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. 111, 112,

501, 507 & 900 of MORTH vth Revision complete in all

respects - Grading II as directed by SIPCOT Officers.

1 Cum

(One

cubic

metre)

13 1190 Cum

(One

thousand and

one hundred

and ninety

cubic metres

only)

Providing and laying of Carted Earth including cost and

conveyance of the same to worksite with an average lead of

5 Kms. including stacking the same to departmental gauge

for premeasurement including all labour charges for laying,

spreading etc., complete and as directed by the SIPCOT

Officers. for making up of low berms.

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

14 386 Sqm

(Three

hundred and

eighty six

square

metres only)

Providing and laying of hot applied Thermoplastic compound

2.5mm thick including reflectorising glass beads @ 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, uniform and free from streaks and holes etc.,

complete as directed by SIPCOT Officers.

1 Sqm

(Square

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

15 320 Nos

(Three

hundred and

twenty

Numbers

only)

Providing and fixing reflective road studs of category 'A'

Raised pavement markers made out of polycarbonate/

methyl methecrylate/ ABS moulded body confirming to

ASTM D 788 and reflective panels with microprismatic lens

capable of providing total internal reflection of the light

entering the lens face with retro-reflectance and

chromaticity values conforming to ASTM D4280. The

Reflective raised pavement markers shall also confirm to the

MORTH circular No RW/NH.33023/10/97 DO.III dt 11.06.97.

The height, width and length shall not be less than 15mm,

90mm and 100mm and with minimum reflective area of 13

sq.cm. on each side and the slope to the base shall be 35+/-

5 decree. Each reflector shall have a CIL not less than values

specified in Table 2 of said MORTH circular. The strength of

detachment of the integrated cylindrical shanks, (of diameter

not less than 19+/-2mm and height not leass than 30+/-

2mm) from the body is to be minimum value of 500 Kgf.

Fixing will be by drilling holed on the road for the shanks to

go inside, without nails and using epoxy resin based

adhesive as per manufacturer's recommendation and

complete as directed by the engineer. The marker shall

support a load of 13635 Kg tested in accordance with ASTM

D4280 and confirming to IRC 35-2015 guidelines and

MORT&H specification 804 etc., complete as directed by

SIPCOT Officers.

1 Nos

(Each)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

16 120 Nos (One

hundred and

twenty

Numbers

only)

Supply and installation of Delineators (road way indicators,

hazard markers and object markers) 80-100 cm high above

ground level, painted at alternatively black and white in 15

cm wide strips, fitted with 80 x 100 mm rectangular or 75

mm dia Circular reflectorised panels at the top, buried or

pressed into the ground and confirming to IRC -79 etc.,


1 Nos

(Each)

17 290 Cum

(Two hundred

and ninety

cubic metres

only)

Earth work excavation in all classes of soil except hard rock

requiring blasting and depositing on bank as per SS20B with

all leads and lifts and all other incidenal charges such as

baling out water shoring shrutting, walling & forming

protective bunds wherever necessary etc., complete as per

relevant standard specification and as directed by SIPCOT

Officeers (For CULVERT)

1 Cum

(One

cubic

metre)

18 23 Cum

(Twenty three

cubic metres

only)

Supplying and filling with M-sand including cost and

conveyance of sand and labour for filling, leveling, watering

and tamping for foundation

1 Cum

(One

cubic

metre)

19 22 Cum

(Twenty two

cubic metres

only)

Plain Cement Concrete 1 : 4 : 8 (One cement, four sand and

eight aggregates) using 40 mm HBGS stone jelly excluding

cost of mixing charges, laying and curing of concrete etc.,

complete with standard specification and as directed by

SIPCOT Officers. (For Base Course of Culvert)

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

20 Supplying and erecting steel centering for sides and soffits

including supports and shuttering to the required height for

RCC items using MS sheets or suitable size 25 mm x 25mm

x 3 mm of boarding, laid over silver oak joints of size 10 cm

x 6.50 cm spaced at 90 cm c/c and supported by casurina

props of 10cm to 13cm dia spaced at 75cm c/c complying

with standard specifications etc., complete and as directed

by SIPCOT Officers.

a 454 Sqm

(Four

hundred and

fifty four

square

metres only)

Vertical surface 1 Sqm

(One

square

metre)

b 54 Sqm (Fifty

four square

metres only)

Plain surface 1 Sqm

(One

square

metre)21 145 Qtl (One

hundred and

forty five

quintals only)

Supply, fabricating and placing in position of HSD steel rods

for reinforcement including the cost of steel and binding wire

etc., complete and as directed by SIPCOT Officers.

1 Qtl

(One

quintal)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

22 145 Cum

(One hundred

and forty five

cubic metre

only)

Reinforced cement concrete 1:1.5:3 ( one cement, one and

half sand and three aggregates) using 20mm HBGS stone

jelly excluding coat of reinforcement , centering, shuttering,

strutting, but including cost of mixing concrete, placing,

vibrating, with mechanical vibrator, finishing, curing etc.,


SIPCOT Officers (For Culvert)

1 Cum

(One

cubic

metre)

23 10 Sqm (Ten

square

metres only)

Painting Two coats of Enamel paint over one coat priming

coat including cost of materials and labour charges etc.,

complete as directed by SIPCOT Officers

1 Sqm

(One

square

metre)24 1930 Cum

(One

thousand and

nine hundred

and hirty

cubic metres

only)

Earth work excavation and depositing on bank with initial

lead 10m and lift of 2m in hard stiff clay block bottom hard

red earth mixed with small size boulders for foundation

except hard rock requiring blasting etc., complete with

standard specification and as directed by SIPCOT Offciers

(For Drain).

1 Cum

(One

cubic

metre)

25 215 Cum

(Two hundred

and fifteen

cubic metres

only)

Plain Cement Concrete 1:4:8 (one cement, Four sand and

eight aggregates) using 20mm HBGS stone jelly excluding

cost of mixing charges, laying and curing of concrete etc.,


SIPCOT Officers. (For Base Course of Drain).

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

26 3822 Sqm

(Three

thousand and

eight hundred

and twenty

two square

metres only)

Supplying and erecting steel centering for sides and soffits


RCC items using MS sheets or suitable size 25 mm x 25mm

x 3 mm of boarding, laid over silver oak joints of size 10 cm

x 6.50 cm spaced at 90 cm c/c and supported by casurina

props of 10cm to 13cm dia spaced at 75 cm c/c complying

with standard specifications etc., complete and as directed

by SIPCOT Officers.

1 Sqm

(One

square

metre)

27 625 Cum (Six

hundred and

twenty five

cubic metres

only)

Plain Cement Concrete 1:1.5:3 (One cement, One and half

sand and three aggregates) using 20mm HBGS stone jelly

including cost of all materials mixing concrete, vibrating with

mechanical vibrator, finishing, curing etc., complete with

standard specification and as directed by SIPCOT Officers.

(For Drain side walls)

1 Cum

(One

cubic

metre)

28 RCC kerb wall 0.75m (0.45 m above GL and 0.30 m below

GL) with a width of 0.20 m vertical side and 0.15m bottom

etc., complete and as directed by SIPCOT Officers.

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

a 1120 Rm

(One

thousand and

one hundred

and twenty

running

metres only)

Both sides 1 Rm

(One

running

metre)

29 730 Sqm

(Seven

hundred and

thirty square

metres only)

Painting two coats of enamal paint at over one coat of

priming coat including cost of materials and labour charges

etc., complete as directed by SIPCOT Officers.

1 Sqm

(Square

metre)

TotalNo. of items in Schedule "A" - VI - 29 (Twenty nine items only)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

1 Supply, delivery and erection of 10 metre height Hot Dip

Galvanized Octogonal Poles with 150 mm bottom A/F & 70

mm top A/F made up of 3 mm thick HT sheet along with

base plate of size 240 x 240 x 16 mm along with 1000 mm

long Double/Single arm braket made up of 40 NB GI Pipe,

Backeite sheet connectors for fixing of street light fittings

including 4 Nos of M20 mm dia. MS " J "bolts of size 750

mm long top - EN8 grade foundation bolts along with

Template for the above poles & Terminals suitable for the

same etc., complete.

40 Nos (Forty

Numbers

only)

For Single Collar Poles 1 No

(Each)

VI Providing Street light arragements to Gurubarapalli Krishnagiri District.

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

2 Supply, installation, testing and commissioning of following

capacity of LED street / Flood lights. Housing made of Die -

Casting aluminum with silver / Grey Powder Coated, Diffuser

should be clear Heat Resistant toughened glass and IK08

with IP 66 Protection, system efficacy should be > 100 Lm /

W, System Having 5 KV Surge, Operating voltage range of

120 V - 270 V AC and frequency 50 Hz, Power factor 0.95,

THD < 10%, LED Chip should be High power and Each LED

should be > 2 watts, Each LED with Individual lens, LED Life

50000 Burning Hours as per L70, CCT Range 5000K - 6000

K, CRI >70 and make of LED CREE / OSRAM / NICHIA and

Driver should be potted type constant current LED Driver

with 4 KV Inbuilt surge, Driver Efficiency > 85%, Driver

having High voltage, short circuit protection and Driver

should be with BIS certified with R number. The fixture shall

be conforming to Latest Indian standards or International

standards. LEDs comply to the Photo biological safety

standards as per IEC62471 and RoHs. The fixtures shall be

outdoor type. LM79 report from NABL Accredited Lab and

LM80 Report from LED chip manufacture to be submitted

etc. complete and as directed by SIPCOT Officers.

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

40 Nos (Forty

Numbers

only)

90 W LED fiitings 1 No

(Each)

3Providing foundation arrange ments to the street light poles

as per the following provisions

a 55 Cum (Fifty

five cubic

metres only)

Earth work excavation and depositing on bank with initial

lead and lift in all soils except hard rock requiring blasting

etc., complete as per SS 20 B standard specifications and as


1 Cum

(One

cubic

metre)

b 5 Cum (Five

cubic metres

only)

Providing PCC 1:4:8 (One cement, Four sand and Eight

aggregates) including cost of cement and using 40mm HBG -

ISS Stone jelly and cost of mixing charges, laying and curing

of concrete etc., complete and as directed by SIPCOT

Officers.

1 Cum

(One

cubic

metre)

c 34 Cum

(Thirty four

cubic metre

only)

Reinforced cement concrete 1:1.5:3 ( one cement, one and

half sand and three aggregates ) using 20mm BGGS stone

jelly excluding coat of reinforcement , centering, shuttering ,

strutting, but including cost of mixing concrete, placing,

vibrating, with mechanical vibrator, finishing, curing etc.,


SIPCOT officers.

1 Cum

(One

cubic

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

d 150 Sqm

(One hundred

and fifty

square

metres only)

Supplying and erecting steel centering for sides and soffits


RCC items using MS Sheets or suitable size 25mm x 25mm

x3mm of boarding ,laid over silver oak joists of size 10cm x

6.5cm spaced at 90 cm c/c and supported by casurina props

of 10cm to 13cm dia spaced at 75cm c/c complying with

standard specifications etc., complete and as directed by

SIPCOT Officers.

1 Sqm

(One

square

metre)

e 15 Qtl

(Fifteen

qunital only)

Supplying, fabricating and placing in position of HSD steel

rods for reinforcement including the cost of steel and binding

wire etc., complete and as directed by SIPCOT Officers.

1 Qtl

(One

qunital)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

4 2 Nos (Two

Numbers

only)

Fabrication, supply, installation, of out -door street lighting

service pillar box of size 900 mm x 900 mm x 300 mm made

by 16 SWG sheet steel metal fitted with required size of

wooden plank board, 1 No. 100 Amps main switch, 3 Nos. of

100A fuse unit, suitable copper bus bars for neutral line,

etc., complete. The pillar box fabricated with front double

door arrangements with locking facility painted with one coat

of primer and 2 coats of aluminium finish. The pillar to be

erected with suitable angle iron frame pedestal with concrete

grouting etc. complete including cost and conveyance of all

materials and labour including pedestal concrete and angle

iron frame pedestal etc., complete and as directed by

SIPCOT Officers.

1 No

(Each)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

5 2 Nos (Two

Numbers

only)

Fabrication, supply and installation of TNEB Power distribution pillar

box outdoor type of size 1250 mm x 900 mm x 300 mm made out of

16 SWG MS sheet steel with lockable door, with 1 No. 100 A TPN

rewirable fuse switch and 32 A 4 way fuse DB with 12 Nos. 63A

porcelain fuse cut-outs with 1No. copper earth link and neutral link

and 1 No. of 63 A TP Contactor with 230 V Coil and 1 No. of 24

Hours Timer of L & T make or equivalent with its contorl wiring,

power interconnection with 7/16 copper wire from main switch to

contactor and contactor to fuse DB etc., complete. The pillar painted

with one coat of red-oxide and 2 coats of aluminium finish as required

by TNEB etc., The pillar to be installed in angle iron frame pedestal

with concrete grouting etc. including cost and conveyance of all

materials and labour including pedestal concrete and angle iron

frame pedestal etc. complete and as directed by SIPCOT Officials.

1 No

(Each)

6 Supply , laying and jointing of following size of PVC armoured LTUG

Aluminium cable with ISI mark in a trench to be excavated at a depth

of 0.75 m, and routing the cable into the 90 mm dia. HDPE Pipes

laid completely and refilling the earth to make good and as per

standard specification. (Excluding the cost of HDPE Pipes and laying

the same into trenches will be extra)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

a 180 Rm (One

hundred and

eighty

running

metres only)

3 1/2 Core x 50 Sq.mm. PVC Armoured LT UG Aluminium Cable 1 Rm

(One

running

metre)

b 1700 Rm

(One

thousand and

seven

hundred

running

metre only)

4 Core x 16 Sq.mm. PVC Armoured LT UG Aluminium Cable 1 Rm

(One

running

metre)

7 430 Rm (Four

hundred and

thirty running

metres only)

Supply, laying, jointing and testing of 2 core x 1.50 sq.mm

PVC insulated SC unsheathed Cu.cable conductor cable of

1100 V grade with necessary jointing materials etc.,

complete including cost and conveyance of cable and labour

charges for laying the cable etc. complete complying with

appropriate specification / standards and as directed by

SIPCOT Officers etc. complete (PWD SED item No. 64)

1 Rm

(One

running

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

8 4 Nos (Four

Numbers

only)

Earthing as per the ISI specification with an earth electrode

of 2.10 m class "B" GI Pipe of dia. Not less than 40 mm ,

with copper earth plate of size 125 mm x 50 mm x 6 mm,

with necessary funneling arrangements and masonry work ,

38 mm RCC Cover slab for brick masonry etc., complete as

per PWD SED item No. 233 and as directed by SIPCOT

Officers.

1 No

(Each)

9 40 Nos

(Fourty

Numbers

only)

Coil earth to street light poles with 8 SWG GI wire of 11.50

mtrs. Of length in which 10 mtrs of total length compressed

in to a coil of one metre length connected suitable with

hexagonal earth bolt of size 8 mm x 25 mm welded on the

pole at one end with a coil position fixed on the earth etc.,

complete as per standard specification (PWD SED Item No.

78 ) and as directed by SIPCOT Officers.

1 No

(Each)

10 1700 Rm

(One

thousand and

seven

hundred

running

metre only)

Supply, delivery and laying of 90 mm dia HDPE Pipes

including cost and laying charges into trenches etc.,


1 Rm

(One

running

metre)

CONTRACTOR



CE

Sl.

No


No.

Rate both in

figures and in

words

(Rs.)

Unit Amount

(Rs.)

1 2 3 4 5 6 7

11 90 Rm

(Ninety

running

metres only)

Supply, delivery and laying of 50 mm OD - 4 Kg/cm2 PVC Rigid

Pipes including cost and laying charges into Pole pillars for

connecting cable into Poles etc., complete as directed by SIPCOT

Officers.

1 Rm

(One

running

metre)

TotalNo. of items in Schedule "A" - VI - 11 (Eleven items only)

CONTRACTOR



CE

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