Palanpur - Deesa Road From Km. 0/0 to 1/400 (8 lane Work with Service Roads, Foothpaths, Drainage Systems, Utility Shifting, Grade Correction, Junction Improvement and Other Misc. works) (3rd Attempt)

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

1 Box cutting the road surface to proper slope & 31295.00 109 08 Cum 3413658

camber for making a base for road work

including compacting at O.M.C. and removing

the excavated stuff, and depositing on the road

side slopes as directed with all lead and lift.

2 Construction of granular sub-base 200 mm 14443.00 930 21 Cum 13435023

thick by providing machine crushed B.T.

material satisfying MORT&H speciflcation (Fift h

revision) of grading V including spreading in

uniform layer with motor grader on prepared

surface, mixing by mix in place method with

rotavator at OIVIC and compacting with

vibratory roller to achieve the desired density

etc. complete.

3 Providing and laying wet mix macadam base 6304 00 994.85 Cum

course 250 mm thick in two layers as per

MORTH specification using machine crushed

B.T. chips as per required gradation, mixing

with required optimum quantity of water,

conveying the mix to site of work, spreading in

to grade and camber with paver/ mechanical

means and consolidation each layer with

vibratory roller to aschieve the desired density

including cost of material labour plant and

equipment etc. complete.

4 Providing and applying priming coat with 24516.00 61.06 Sqmt 1496946

Bitumen grade Emersion SS-1 at the rate of

7.50 kg/ 10 Sq.mt. including cost of asphalt

and preparing the surface heating, and

applying etc. complete.

5 Earth work for embankment having CBR 1 1330.00 177 91 Cum

minimum 8o/o including breaking clods,

dressing with all lead and lift includ,ng watering,

rolling and consolidation of sub grade in layers

at O. M.C to required dry densaty including filling

the depression which occur during the process

using vibratory roller 8 to 10 Tonne (E) From

borrow area with All Lead & Lift.

6 Rolling and watering of earth work in layers 15648.00 22.95 Cum 359121

with power roller including filling in depression

which occur during the process.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Un it Amount

No. figures

of specifications)

7 Supplying and fixing reinforced concrete heavy ouy 3904.47 Rmt

duty nonpressure pipes with collars for culverts

including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of l.S.

458 1971 Class NP4 casted by vertically

vibrated technology of following internal

diameter. 900mm dia.

8 Milling the existing bituminous pavement up to 27280.00 41.60 Sqmt 1 134848

a depth of 50 mm by milling machine in a

single cutting depth, to make a uniform surface

without disturbing the base includang diversion

of traffic, removing milled materials and

di6posal 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.

9 Providing and laying Dense graded 3717 00 3089.59 M,T 1

bituminous macadam (DBM-|) with tack coat at

2.50 Kg/10 Sq.mt. of Emulsion RS-l by

mechanical sprayer and using stone chips as

per MORT&H gradation and asphalt VG-40

grade @ 4.50% (As per mix design) by total

weight of mix for binder by drum mix hot laid

process including transporting the mix and

spreading the same by paver finisher and

consolidation by vibratory roller includrng

providing and operating required drum mix

plant & machinery cost of fuel, asphalt, oil,

lubricant & labour charges etc. complete.

10 Providing and laying thick Dense graded 5013 00 3297.65 M.T 16531 1 1

bituminous macadam (DBM-Il) with tack coat at

2.50 Kg/10 Sq.mt. of Emulsion RS-l by

mechanical sprayer and using stone chips as

per MORT&H gradation and asphalt VG40

grade @ 4.50% (As per mix design) by total

weight of mix for binder by drum mix hot laid

process including transporting the mix and

spreading the same by paver finisher and

consolidation by vibratory roller including

providing and operating required drum mix

plant & machinery cost of fuel, asphalt, oil,

lubricant & labour charges etc. complete.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

11 Providing and laying 50 mm thick compacted 1784 00 2657.31 IVI,T-

B.M. with B.T. aggregate as per IVIORT&H

specification using Emulsion grade RS-1 for

coat at 2.5 Kg./10 Sq.mt. with mechanical

sprayer and bitumen grade VG-40 for mixing at

the rate 34.0 Kg/M.T. i.e. 3.4 o/o of total mix

including heating the aggregate and asphalt by

drum mix plant and spreading the same by

paver finisher and consofidation with vibratory

roller including providing all materials,

equipments, tools and plants, oil, kerosene, fire

wood, labour charges etc. complete.

12 Providing and laying 30 mm thick compacted 4769.00 3465.31 t\4.7

Bituminuous Concrete with mechanical

sprayer, stone chips as per MORT&H

gradation & VG-40 grade asphalt for mixing @

5.50% (As per mix design) by weight of total

mix for binder including heating the aggregate

and asphalt by drum mix plant and spreading

the same by sensor paver finisher and

consolidation with vibratory roller including

providing all materials, equipments, tools and

plants, oil, kerosene, fire wood, labour charges

etc. complete.

'13 Providing and laying hot applied thermoplastic 5940.00 367 .72 Sqml 2184256

compound 2.5 mm thick including reflectorising

glass beads at 250 grams / Sq.mt. area.

Thickness of 2.5 mm is exclusive of surface

applied. Glass beads as per l.R.C. 35. The

finished surface to be level uniform and free

from slreaks and holes.

Description of ltem Rate ln

Item Unit Amount

(with brief specification and reference to book Quantity

of specifications)

14 Cat Eye Road Stud/RPM: Supplying of Molded 2620.00 JZO.t5 No

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and

reflective panels with micro prismatic lens

capable of providing total rnternal reflection of the

light entering the lens face and shall support a

load of 13635 kgs. tested in accordance to ASTM

D 4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/N H/33023/10-97 DO lll Dt 11.06. 1997. The

hejght, width and length shall not exceed 20 mm,

130 mm and 130 mm and with minimum

reflective area of 13 Sqem on each side and the

slope to the base shall be 35 +15 degree. The

strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19+/

2 mm and height not less than 30+/-2 mm) from

the body is to be a minimum value of 500 Kgf.

Fixing will be by drilling holes on the road for the

shanks to go inside, without nails and using

epoxy resin based adhesive as per

manufacturers recommendation and The color of

the marker should be as per the IRC 35-2015 and

as directed by Engineer-in-charge.

15 Cautionary Warning Sign :-Providing and fixing 40 00 5077.27 No

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

epoxy primer and two coats of best quality epoxy

paint ;reflectorised with Micro Prismatic Grade

retro refiectivesheeting of Type-1'l as per ASTM

D-4956 and latest M.O.S.T. Specifications; 3.6m

longstand post of 75 x 75 x 6mm / 65NB Circula

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 foreach board shall

be as per theinstruction of engineer in charge.

The fixing at site shall be in 1.2:4 CC block o

size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc. complete under the

supervision of engineer in charge. A warranty fo

10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 yea

outdoor exposure test report from third party tes

lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity u nit Amount

No. figu res

of specitications)

16 lnformatory Signs:- Providing and fixing 18 00 5906.48 No

lnformatory Signs made out of 2mm aluminium

sheet, size 80 x 60 cms rectangle, as per the

design of IRC-67-2012. 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, 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3 mm, 75 x75 x 6 mm as required palnted

with best quality 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

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

including excavation curing etc. complete under

the supervision of Engineer-ln-Charge (B) High

lntenslty grade.

17 Regulatory / Mandatory Sign :-Providing and 40.00 4618.73 No

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. Prc treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro

refiectivesheeting of Type 11 as per ASTM D-

4956 and latest M.O. S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x

x 3mm; painted with best quality epoxy coatings

in black and white bends. The details of symbol

foreach board shall be as per the instruction of

engineer rn charge. The frxing 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 10 years for the Retro reflective

sheeting from original manufacturer & a certifred

copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be

submitted by contractor. (A) Class-C Type-1

Retro Refl ective sheeting

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

18 Flexible Median Marker ; Providing and Fixing of 1160y ztt.6e7 No.. 315160.:/

Flexible Median Marker that are made of tough,

high impact resistant, injection-molded,

thermoplastic body with property of flexibility to

provide high durabllity. 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 for

molding the Flexible Median Marker should

survive impact load of 5kg continuously for

tjmes at 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

wjth, 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 Xl specifications reflectivrty

values. The retro-reflectrve sheetinq shall be one

or both sides of the Flexrble Median Marker and

shall be edge protected wrth no exposed edges

which will prevent edge lifting, vandalism.

sheeting damage, etc. The Flexible Median

Marker shall be fixed by a combination of epoxy

adhesave and grouting as recommended by

manufacturer and Englneer in charge.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

19 Standard Delineator: Providing and flxing of

Standard Metal Delineator consisting of minimum

retro reflective unit exposed area of 330 cm2 white

color, full cube corner micro prismatic non-metallic

retro reflective sheeting on each side conforming

with IRC 67 2022 and meeting the coefficient of retro

reflection values as per ASTM O 4956 Type Xl table

specification. The delineaior shall be painted with

powder coat of minimum 40 microns thickness, on

top of which retro reflective sheeting shall be pasted

on both sides. The structure shall be manufactured

in roll forming process and shall have height not less

than 800 mm above the ground, width not less than

100 mm and shall extend not more than 300mm

below the ground while being installed. height of

sheeting should be minimum 150mm whereas width

of sheeting should not be less than 75mm (should

be placed every alternative 15cm). The front and

back faces of the delineator should be curved with a

radius of not more than 200 mm and with delta angle

(or central angle of curve) lying between 20o and

30o, to increase the visibility of the delineator for

vehicles moving in continuous curves. The

delineator shall have grooves across the length to

make lhe reflective sheets vandalproof. The

delineator is meant for application on gaps in

median, traffic islands, dangerous bends,

roundabouts, narrow bridges etc. or as desired by

site engineer.

20 Providing Supplying and fixing Jumbo Swiss ,o.Y 6060.00// *o/ 121200.0)/

type traffic bollard made out of 1 .5 mm thick

CRC sheetin conical shape having 188 cms,

bottom dia, lop dia 22 cms., with top circular

direction plate of 30 cms dia for arrow

fabricated as per attached drawing and coated

with black epory powder coating and retro

reflectorized three yellow strip 15 cms wide and

arrow lVlicro Prismatic Arade sheeting as per

ASTM 4956-09 Type-X1 Fixing with cement

concrete M-25 grade, Foundation size

cm.30 cm'35 cm as per the instruction of

Engineer-in-charge.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Un it Amount

No. fig ures

of specifications)

21 Providing and fixing of powder coating black 260.Y 1515.)yt/ No.

matt finished MS pipe bollards made from

100mm O..D. & 7.5mm thick IVS pipe, having

length of 1050mm, 3mm deep 25mm wide

groove covered by 25mm wide white retro

reflective strips, hollow section shall be filled

with cement concrete inclusive of excavation,

fixing, refilling of excavated material, grouting

with cement concrete and anchor bar, removal

of debris etc. as shown in drawng and directed

by Eng. in charge. (Sample must be approved.)

22 ROUTE IDENTIFICATION SIGN BOTH SIDE 6.00 178982.10/.. *o/ 10738e2.60/

CANTILEVER: Providing and fixing sign boards //

made out of 3 mm aluminium sheet; size 2 nos.

of 400 x 150 cms. Rectangle as per design of

IRC-67- 2021.pre treated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality

epory paint; reflectorised with retro reflective

sheeting as per latest M.O.S.T.

Specification;letters and numerals should be as

per IRC-30-1968 , 8.25 m long stand post and

frame fabricated from suitable size iron channel

of ISMC 400 , and sub frame ISA 65 & ISA

and base plate 12mm thick as required;

painted with synthetic enemal paint in block

and white bends.The details of symbol for each

board shall be as per the instruction of

enqineer in charqe.

11 Providing and erecting overhead gantry signs 3.02/ 419312.61 1257e37 82/

for road with a corrosion resistant 2mm thick

aluminium alloy sheet reflectorised with high

intensity retro-reflective sheeting of

encapsulated lense type with vertical and

lateral clearance grven in clause 802.2 and

802.3 and installed as per clause 802.7 over a

designed support system of aluminium alloy or

galvanised steel trestles and trusses of

sections and type as per structural design

requirements and approved plans.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

24 Solar Stud: Supplying of Solar Raised Pavement

Markers made of polycarbonate molded body with

circular shape, solar powered, LED self illumination

in active mode, 360 degree illumination and

reflective panels with micro prismatic lens capable of

providing total internal reflection of the light entering

lhe lens face in passive mode. The marker shall

support a load of 20000 kg tested in accordance to

ASTM D 4280. The marker should be resistant to

dusl and waler ingress according to lP 68 standards

and should withstand temperatures in the range of

C to 70 C. Color of lighting could be provided in red

or yellow (ambe0 as per requirement and typical

frequency of blinking is 1 Hz. There should be

current losses of less than 20 micro-amperes at

V in sleep-charging mode to enhance the life of the

marker and a full charge should provide for a

minimum autonomy of 50 hours. The height, width

and length of the marker shall not be less than

mm x 100 mm x'100 mm. Also. the surface diameter

of the marker shall not be less than 100 mm

respectively. The weight of the marker shall not

exceed 0.5 Kilograms. Fixing will be by drilling holes

on the road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per

manufacturer's recommendation and complete as

directed by the engineer.

Speed Table / Rise pedestrian: Crossing 3n.oY /

Providing & laying controlled cement concrete

M-40 exposed work with curing etc. complete

including the cost of formwork Trapezoidal

humps have a slightly raised flat section of a

carriageway with ramps on both sides.

zo Providing and fixing pre-cast Rubber Dye / 12273.:y 701.Y Sqmt / 8614418y

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per

approved design Confirming to lS 15658 :

including 35 mm Sand layer for levelling and

filling the joint with sand in proper line and level

as per guidlines of IRC : SP 63-2018 etc.

27 Providing and laying cement concrete 1:3:6 ('l- 1124y 2e78.2// /334837

Cement : 3 coarse sand : 6- hand broken stone "'2

aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

28 Providing and fixing c.c m-20 grade pre-cast 1e600y,, 262.60 514696.00 _-

finished surface kerb stone of approved design

including the cost of from work rubber mould

(as directed by engineer incharge), curing etc.

complete. The rate shall also include for

eracting and fixing the pieces in position with

necessary equipment and materials and

include the flush pointing in (cm 'l:2) for all

jointof the kerb stones. CHAMFERD EDGE

KERB [100mm(H) x 300mm(W) X 150mm(T)]

29 Construction of cement concrete Vaccum Wet 4266.Y 434 30 Rmt 1852723.y

press kerb with Height= 380mm, Length=3oo

and width=2oomm, foundation having 50 mm

pro.iection beyond kerb stone, kerb stone laid

with kerb laying machine, foundation concrete

laid manually.

30 Construction of cement concrete Vaccum Wet 1e6o.o),./ 1060.*'7/ Rmt 207

press kerb stones of approved make as per

approved sample of any size and any type.

Kerbs shall be fixed on the foundation prepared

as per approved design. The rate shall also

include for erecting and fixing the pieces in

position for complete kerb system with

chamfered type of kerbs including necessary

accessories of kerb like radius kerb, angles

and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material.

However cement mortar shall be provided at

the back side of kerb stone Joint. (Sample must

be approved) Cost of excavation, cutting , base

, side filling shall includes as directed engineer

incharge in above item description as per BOQ

(a) 450 mm high Plantation/ Green belt kerb.

31 Construction of cement concrete Vaccum Wet 2320.2/ 13732/ Rmt 31867522/

press kerb on Central Verge (Both side) with

Height= 680mm, Length=230 and

width=23smm, foundation having 50 mm

projection beyond kerb stone, kerb stone laid

with kerb laying machine, foundation concrete

laid manually.

Wall painting two coats with plastic emulsion 2317 ,:/ , 83.1 I /'/ Sqmt 1e2728y..-

paint of approved brand and manufacturer on

wall surfaces to give an even shade including

throughly brushing the surface to remove all

dirt, dust, mortar drops and other foreign

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

33 Providing and fixing steel work welded in built 161600y/ s152. Kg 832401Y

up section, framed work including cutting,

hoisting and fixing in position and applying

priming coat of red lead paint. fabrication.

(Plantation/ Green belt)

34 Exavation for foundation incl. sorting out & 6e.0y 198.76,, Cum 13714.4y

stacking of useful materials & disposing of the

excavated stuff upto 50 mt. lead & all lift,

watering etc. comp. loose or soft soil with

machinaries up to 1.5 NIt. depth.

Providing and laying in-situ PCC M20 grade 22.oy// 3484.50 Cum

cement concrete in foundations of Railing

includang formwork, transporting, placing,

compacting, finishing, curing, etc. complete

with all leads and lifts as per drawing &

specification and as directed by Engineer.

(Plantation/ Green belt)

Jt) Providing and Iaying in-situ PCC M20 grade 44.O0 34849,"- tum

cement concrete in foundations of Railing

including formwork, transporting, placing,

compacting, finishing, curing, etc. complete

with all leads and lifts as per drawing &

specification and as directed by Engineer.

37 Painting two coats (excluding priming coat) on 7084.9./ 68.57 Sqmt ,.+asalsl

new steel and other metal surface with

synthetic enamel paint, brushing to give an

even shade including cleaning the surface of all

dirt, dust and other foreign matter.

38 Excavation for foundation in sand, gravel, clay 6600y 511.1r/ Cum 4373326y/

soft soil &

murrum etc. including shoring,

struttrng and dewatering as necessary and

dispossing of the excavated stuff as directed

depth upto 3.0 mt.

39 Refilling pipeline trenches and for manholes 2772.y/ 28.28J/ Cum 783s2.y/

with available stacked excavated stuff with

ramming, watering, consolidating as directed

by Engineer-in-charge.

40 Bedding :

Providing and laying compacted 264.9/ u3.40 ; Cum z soast.{

granular bedding as per drawing attached.

41 Supplying and fixing reinforced concrete heavy 14400y 1053.3y Rmt .1516881y/

duty nonpressure pipes with collars for culverts

including setting and.loining the pipes in C.lvl.

1:2 watering and laying (To level of slops of l.S.

458 I 1971 Class NP4 of following internal

diameter. (i) 300 mm dia.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

42 Supplying and fixing reinforced concrete heavy

duty nonpressure pipes with collars for culverts

including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of l.S.

458 1971 Class NP4 of following internal

diameter. (ii) 450 mm dia.

43 Supplying and fixing reinforced concrete heavy

duty nonpressure pipes with collars for culverts

including setting and joining the pipes in C.M.

1:2 watering and laying (To level of slops of l.S.

1so0y/ ztuo

458 1971 Class NP4 of following internal

diameter. (ii) 600 mm dia.

44 Providing constructing brick masonry lnlet 74.00 11847.70 No.

Chamber of 750 x 600 x 1500 mm internal

dimension with necessary excavation refilling

350 mm thick brick masonry in CM 1 :4,

mm thick PCC and benching in CC 1:2:4, 12 m

thick plaster in CM 1:3 for inside and cement

pointing in CM 1:3 for outside, providing and

fixing pre-cast RCC frame and cover of M-30

grade as per drawing and specifications -Rate

for 1.5m depth.

45 Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

74 ,y 3141tyt No.

excavation, B.B.C.C. (1 :5:10), 23 cms thick

brick maso. wall in the prop. of CM ('l :6) with

40 mm thick IPS flooring in the prop M 15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of Ct\il (1:3) with

out.iali etc. comp. as directed.

zto CatchPit Jali Fixing P/F FRC catch pit .iali with 24At/ 13%.v No. ,/

frame 600mm x 600mm clear opening etc. ^7

comp.. As directed by engineer in charge.

47 Providing & supplying heavy duty l.S.l. mark 25v 8e8.sy/ *y 22472y

RCC precast machine hole frame with cover at

site as per design for circular machine hole

complete (A) For Circular machine hole

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

48 Constructing Manhole with R.C.C. top slab in ,0.y.- 1e34e.62/' No.

1:2:4 mix (1-cement :2 coarse sand : 4-graded

stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1 cement : 3-

coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished

with a floating coat of neat cement and making

channels in cement concrete 1:2:4 mix (1-

Cement :2- Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete

including curing and festing (i) lnside size

900mm x 1200mm and 'l .51\il. deep including

C.l. cover with frame size 560mm diameter

total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

frame 64 Kg.XA) With 230mm thick walls of

brick msonry using brick having crushing

strength not less than 35K9. / Sq.cm. in

Cement Mortar 1:5 (1- Cement: s-Coarse

sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

49 Raising / lowering manholes to the required

level upto FRL of BC including all materials,

formwork and with 16 cm thick [vl20 CC coping

under frames of the manhole, including

removing existing manhole frame cover and

fixing existing manhole frame & cover or fresh

heavy duty LS.l. mark RCC precast manhole

frame with cover if required, curing etc.

complete as specified and as directed and item

also includes all safety measures like cover the

manhole with an 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 about

cleaned manhole. ('l) For the depth upto

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

50 Raising / lowering manholes to the required

level upto FRL of BC including all materials,

formwork and with 16 cm thick t\i120 CC coping {

under frames of the manhole, including

removing existing manhole frame cover and

fixing existing manhole frame & cover or fresh

heavy duty l.S.l. mark RCC precast manhole

frame with cover if required, curing etc.

complete as specified and as directed and item

also includes all safety measures like cover the

manhole with an 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 about

cleaned manhole. (2) For the depth upto

Carrying out a Topographic survey in full width

of road showing location of inlet chamber,

.T 6eee.3y/ Km

machine hole of Strom line & drainage line with

total station instrument etc. on existing road

along with level survey of road for road profile

at minimum of I 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. Contractor

has to do proper survey for the all utilities &

submit to the Client / Consultant within 15 days

of work order & Contractor is liable to make all

coordination to the various agency for shifting

their utilities in time & with in project limit. lf any

official fees to be paid to any utility agency, will

be paid by client.

52 Followup with various Utility company like 1 .20 ,/ 20200.00 .7 Km 24240)p/

Electricity, Gas & Telephone compane for OH

to underground shifting of utilities, Shifting of

Utilities which is hinderence to the Progress.

Contractor has to do proper survey for the all

utilities & submit to the Client / Consultant

within 15 days of work order & Contractor is

liable to make all co ordination to the various

agency for shifting their utilities in time & with in

project limit. lf any official fees to be paid to

any utility agency, will be paid by client. )

35 Removal of Tree Stumps and Roots, stacking 12ogl 2494.70 ,*ol 299 364.00,

and filling of pits complete as per Technical

Specifications Clause 201 (cutting of trees by

others unless otheruise directed by the

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

54 Earthwork in embankment including median 2355.00 21e.12/. Cum / 516145.35 I

in layers of 20cm thickness including watering,

ramming consolidating etc. with all leads and

lifts etc. and complete.

55 Supplying on site plants with following 288.001 555.y//'. No., 15ee842/

specifications Plants would be in good

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F. O. R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-charge.

(Melia Azadirachta)

56 Supplying on site plants with following 5e6.oy 707yt No.

specifications Plants would be in good /42137

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-charge.

(Dwarf bougainvillea)

57 Supplying on site plants with following 35106.9/ eos / No. 31e113yr

specifications Plants would be in good

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-charge.

(Lantana sellowiana)

58 Supplying on site plants with following 3965 ,, 2828y No. 11213yt0

specifications Plants would be in good

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-charge.

(Dwarf Variegated Hibiscus)

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

59 Supplying on site plants with following 44750.00/ 50.50 No. 22ss875y

specifications Plants would be in good

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-

charge.(Seasonal Plants)

60 Supplying on site plants with following 1040y/ 50.5Y 525452.2.

specifications Plants would be in good '!8-

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-

charge.(Asparagus)

61 Supplying on site plants with following 122y)," 261.59 No

specifications Plants would be in good

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selction as well delivery. All complete and as

per instructions of the Engineer-in-charge.

(White Pampas)

62 Supplying on site plants with following 420.Y 97.97 Sqmt

specifications Plants would be in good //

condition and of specified height. The rates

would be inclusive of all taxes, sales tax,

Octroi,transportaion etc. complete F.O.R. site.

Conditions of plant would be verified at the time

of selclion as well delivery. All complete and as

per instructions of the Engineer-in-

charge.(Corean Carpet Lawn)

OJ Supplying, stacking and spreading of good ?5.Y 7.07 Kg 530.>,/

quality organic as well as inorganic manures

and fertilizers with necessary sorl conditioners

and amendments. (Neem cake)

64 Supplying, stacking and spreading of good ?502/ 6.06/,- Kg 454.50/.

quality organic as well as inorganic manures

and fertilizers with necessary soil conditioners

and amendments. (Castor cake)

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Un it Amount

No. figures

of specifications)

65 Supplying, stacking and spreading of good 100 00 u or Ko. 808.00 -

quality organic as well as inorganic manures r,

and fertilizers with necessary soil conditioners

and amendments. (N.P.K. 12.32:16 or

66 Supplying, stacking and spreading of good 450.00. 40y Kg 1 8'l

quality organic as well as inorganic manures

and fertilizers with necessary soil conditioners

and amendments. (Vermicompost)

67 Supplying, stacking and spreading of good 150.0y ,nry Kg 43e3.5y,.

quality organic as well as inorganic manures

and fertilizers with necessary soil conditioners

and amendments. (D.A.P. Ferilizer)

68 Supplying, stackrng and spreading of good 40.0y 404.00 Kg 16160.00 _

quality organic as well as inorganic manures

and fertilizers with necessary soil conditioners

and amendments. (Pano)

69 PALI\iIS: Supplying and planting of palms as 100.0> .. 19857.61 No. . 1s85761.2/

per under noted varieties, with ht. as specified ./

in drg., including excavation of pit of size 0.9 m

x 0.9 m x 0.9 m, removal of excavated earth to

desired location filling the pit with soil mixture

etc. as per specifications and as directed

complete in all respect including watering and

nurturing the trees. The trees may be planted

individually in rows or in cluster as per direction

in drg. and all plant material and its sizes and

heighu girth and crown should be shown to the

landscape architecu Project Manager and

written approval to be sought before planting.

Trunk Diameter to be measured 300 mm above

Polybag. Date Plam ; Height 4500 mm, Trunk

Dia min. 125 mm with 4.5m C/C

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

70 TREES: Supplying and planting of shade, 288 00 _n- 1010.0> 'No. 2e0880y,/

ornamental, fruit, flowering trees, small,

medium and large specimens suitable for

Dumas region, adaptable to low water, as per

under noted varieties, with ht. as specified in

drawings including excavation of pit of size

0.75 m x 0.75 m x 0.75 m filling the pit with soil

mixture etc. as per specifications and as

directed complete in all respect including

watering and nurturing the trees. The trees

may be planted individually in rows or in cluster

as per direction in drg. and all plant material

and its sizes and heighUgirth and crown should

be shown to the landscape architecu Project

Manager and written approval to be sought

before planting. (Cost excluding soil mix).

Trunk Diameter to be measured 300 mm above

Polybag. Melia Azadirachta Height min

mm, Trunk Dimater min. 75 mm with 6.0 m C/c

71 SHRUBS: Providing, planting and developing

plants/ flower bed with under noted varieties of

plants (both shade and sun loving), including

excavating the soil to a depth of 450mm -

600mm of required area as per plant species,

removal of excavated earth to directed location,

filling the excavated bed with approved soil

mixture, planting the approved variety plants,

providing strong stack etc. as per specification

and as directed complete in all respect,

including watering and nurturing the plants.

Height and spread to be measured above

polybag top.; Height min 600 mm, spread min

750mm planted at 0.6 m C/C.

72 GROUND COVER: Providing, planting and 4500 .o0; 92.92 No.

developing ground covers with the approved

variety of

plants including excavating the

existing soil to a maximum depth of about

mm, removal of excavated earth to directed

location, dressing the soil in proper slopes,

filling excavated bed with approved soil

mixture, planting approved quality grass,

including weeding out and removal of foreign

matter, watering etc complete. Height and

spread to be measured above polybag top.

Height min 300mm, spread min 150mm

planted at 0.3 m C/C.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

LAWN: Providing, planting and developing 420.00.,," 232.30 No. 97566.00.

grasses with the approved variety of plants

including excavating the existing soil to a

maximum depth of about 500 mm, removal of

excavated earth to directed location, dressing

the soil in proper slopes, filling excavated bed

with approved soil mixture, planting approved

quality grass, including weeding out and

removal of foreign matter, watering etc

complete. Height and spread to be measured

above polybag top. Cynodon dactylon; Carpet

Effect - l2inchx 12inch Patches

74 Construction of Two RCC water tank of

liters capacity, including excavation in all types

of soil, PCC l\410 bedding 100 mm thick, RCC

M25 base slab 200 mm thick with adequate

reinforcement, RCC IV25 side walls 200 mm

thick, RCC I\,425 top slab 100 mm thick with

manhole provision, internal plastering with

integral waterproofing compound, external

plastering, water tightness testing, all complete

as per design, drawing, and engineer's

instructions.

Supply, installation, laying, tesling, and commissioning of a

complete drip irrigation system for the entire 1200 m stretch of

No 211)eeyt

the road project, covering the central median, gardening areas,

and footpalh-side plantation on both sides, including providing

and laying HDPE mainline of PE-100, PN-6, 63 mm dia with all

lslmarked fittings, specials, tees, reducers, bends, couple.s,

and end caps; providing and laying LDPE sub-mains of 32 mm

dia; providing, fixing and aligning '16 mm dia laterals with factory

fitted in-line drippers of 2 LPH discharge spaced at 30 cm

intetual; supply and installation of isolation valves, control

valves, air-release valves, flush valves, pressur+regulating

valves, take-off connectoas, grommels, end stoppers, and all

associated drip accessories; supplying and installing filtration

assembly consisting of sand filter disc fllter of adequate

capacity, venluri-type fertilizer injection system, pressure

gauges, by-pass arrangements, and necessary

control/monitoring units; excavation of lrenches in all lypes of

soil to the required width and depth for mainline, sub-mains,

and laterals, including dressing of sides, removal of excavated

materia!, proper bedding preparation, lowering of pipelines with

correct alignment and gradient, followed by backfilling with

selecied soil in layers, watering, ramming, and compaction to

restore the surface lo original condition; providing all civilworks

including construclion of RCC valve chambers, filter stand, and

supports; connecting the system to lhe existing waler source,

including supply and fixing of suction pipe, foot valve, delivery

pipe, adaptors. clamps, starter valve, and all appuienances

required for ensuring a leak-proof and hydraulically efficienl

connection; conducling hydraulic pressure lesling of the entire

pipeline network to required standards: and handrng ove. lhe

syslem rn fully funclional condition delvering uniform and

controlled water distribuiion throuqhout the median. all complele

as per approved drawings, manufacturefs recommendations,

IIoRTH/PWD technical specificalions. and as directed by lhe

Engineer-in-Charge

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

76 Demolition including stacking of serviceable 1133.02/- 1082.3y Cum

materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work.

77 Demolition of Brick work and stone masonry 2962.00 -. 562.eY/- Cum 1667280. 1

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

and lift. (ii) ln Cement Mortar.

78 Dismentaling tiled of stone floors laid in mortar 3840.00 . 45.11/,/ Sqmt 1885e2.4y

including stacking of serviceable materilas and

disposal of unserviceable materials with all lead

7A Dismentaling Road Sign Board along with M.S. 20.00 505.001, No 10100

Angle or Pipe supports fixed in cement

concrete foundation including excavation,

removing concrete block, stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift.

80 Dismentaling Gantry Board along with M.S.

Angle or Pipe supports flxed in cement

concrete foundation including excavation,

removing concrete block, stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift.

81 Dismentaling steel railing fixed in concrete or 800.00 303.00 ,Rmt, 2424ooy

masonry including stacking of serviceable

materilas and disposal of unserviceable

materials with all lead and lift.

82 Providing & erecting PVC Corrugated Flexible 50.00 21 .21 N/t r

Conduit with required nos. of coupling, PVC

bushes, Check-nuts etc. complete of following

sizes.(2) 25 mm

83 Providing and erecting Approved make RCCBS 8.00 2637.11 Nos

conforming to lS: 12640 and having sensitivity

of 30 mA and Short Circuit withstand capacity

of 10 KA and suitable for operation on 3 phase

and neutral 415V,50H2. having characteristic of

quick action & tripping with all advance feature

& do not incorporate any electronic component

for following Max. rating erected as directed.(ii)

4oAmps. FP Cat. lll Make:- Make:- L&T,

lndoasian, Schneider, ABB

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

84 Providing and erecting Mains wrth lSl marked, 40.00 56.56 lVtr.

1.5KV grade electrolyte multi stranded,

annealed copper conductor with heat resistant

PVC insulated conforms to lS 694, IEC -

erected in existing pipe of

following size

(Specifically for control panel, relays, power

switchgears, motor starters & control wiring)

with required size of copper lugs, nuts and

bolts if required. (e) One wire 6.00 sq. mm

85 Providing and erecting lt/ains with lSl marked, 40 00 91 91 t\,4tr

'l.5KV grade electrolyte multi stranded,

annealed copper conductor with heat resistant

PVC insulated conforms to lS 694, IEC -

erected in existing pipe of following size

(Specifically for control panel, relays, power

switchgears, motor starters & control wiring)

with required size of copper lugs, nuts and

bolts if required. (f) One wire 10.00 sq. mm

86 Supplying and erecting LED street light / Flood 112 00 5976 17 Nos

light fittings with High power White LEDs

wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 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

Factor more than 0.95, THD < 10 ok, CCf

3000 K to 5700K, Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt LED

driver efficiency > 85 %. (fittings required LM-

79 & LM-80 certificates) (NOTE: Below

description have shown ranges of Wattage

capacity of LED fittings. The Engineer incharge

ranges shown.) (A) Street Light (lP-65), Surge

protection -4KV integral and , Light must have

440VAC line supply with over-voltage

protection. (iii) Above 60 to 90 watts Cat-lll

Make:- Jaquar, Havells, LT, Wipro, Luker

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

87 Supplying and erecting LED street light / Flood 112.00 6566.01 Nos

light fittings with High power White LEDs

wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 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

Factor more than 0.95, THD < 10 %, CCf

3000 K to 5700K, Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt LED

driver efficiency > 85 %. (fittings required LM-

79 & LIVI-8o certificates) (NOTE: Below

description have shown ranges of Wattage

capacity of LED fittings. The Engineer incharge

ranges shown.) (A) Street Light (lP-65). Surge

protection -4KV integral and . Light must have

440VAC line supply with over-voltage

protection. (iv) above 90 to 120 watts Cat-lll

Make:- Jaquar, Havells, LT. Wipro, Luker

88 Supplying and erecting LED street light / Flood 98.00 91 08.18 Nos

light fittings with High power White LEDs

wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 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

Factor more than 0.95, THD < 10 %, CCf

3000 K to 5700K, Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt LED

driver efficiency > 85 %. (fittings required LM-

79 & LIU-80 certificates) (NOTE: Below

description have shown ranges of Wattage

capacity of LED fittings. The Engineer incharge

ranges shown.) (A) Street Light (lP-65), Surge

protection -4KV integral and , Light must have

440VAC line supply with over-voltage

protection. (vi) above 160 to 200 watts Catlll

Ivlake:- Jaquar, Havells, LT, Wipro, Luker

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

ot specifications)

89 Supplying and erecting LED street light / Flood 10.00 10818.1 1 Nos

light fittings with High power White LEDS

wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 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

Factor more than 0.95, THD < 10 %, CCT

3000 K to 5700K, Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt LED

driver efficiency > 85 %. (fittings required LM-

79 & LM-80 certificates) (NOTE: Below

description have shown ranges of Wattage

capacity of LED fittings. The Engineer incharge

ranges shown.) (B) Flood Light (lP-65), Surge

protection -4KV integral and. Light must have

440VAC line supply with over-voltage

protection. (vii) above 200 to 250 watts Cat-lll

Make:- Make:- L&T, Indoasian, Schneider, ABB

90 Providing and erecting Approved make Four '1.00 8055.76 Nos.

pole moulded case circuit breaker having

breaking capacity ICU of 35 KA. at 415 V.

having normal current rating 125A. with Fixed

thermal & magnetic release suitable to work on

A.C.supply 50 c/s. with all internal connections,

spreader tinned copper & complete erected in

existing 16 G.M.S. housing. ICS=100% of ICU

only Cat lll l\ilake:- Make:- L&T, Indoasian,

Schneider, ABB

91 Providing & erecting 415 V MCB Four Pole for 8.0 668.62 Nos

Motor & lnductive Load (C Curve) having

'10KA breaking capacity & confirms to lS :8828

in existing box having following capacity (b)40

Amp. Cat.lll [\/ake:- l\ilake:- L&T, lndoasian,

Schneider, ABB

92 Providing and erecting l\iliniature circuit breaker 322.00 270.68 Nos.

single pole 0.5A to 2A system and having

breaking capacity 10 KA to be erected in

existing box. confirming to lS 8828/1996 with

ISI Mark Cat.lll lvlake:- I\ilake:- L&T, lndoasian,

Schneider, ABB

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

93 Providing and erecting metallic vitrified danger 800 69.69 Nos.

notice board as per language suggested by

engineer incharge for MEDIUI\4 VOLTAGE

installation to be erected as per lS-2551 .

94 Providing and erecting Pipe type earthing 270.00 368.65 Nos

having 150 cms.long and 2.5 cms. dia.

galvanised iron pipe with coupling and buch

buried in specially prepared earth pit complete

with necessary I SWG earth wire.

95 For using salt and charcoal / coke as required 270.00 171.70 Nos.

for pipe type earthing.

96 Supplying & erecting earth pit of minimum bore 9.00 4591.46 Nos

dia. 150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per lS 3043-

1987 made of corrosion free hot dipped G.l.Pipes

having Outer pipe dia of 50mm having 80-200

Micron galvanising, lnner pipe dia of 25 mm having

200-250 Micron galvanising, connection terminal dia

of 12mm with constant ohmic value surrounded by

highly conductive compound with high charge

dissipation suitable for following type of applications

with chamber and heavy duty cover. (A)(approved

make OEIVI has to submit test certificate including

value of earth resistance of installation duly stamped

and signed by agency and officer lncharge has to

ensure the value of earthing resistane mentioned in

test Certificate) & having back filling compound of

(B) lnner chemical (CCM Compound)- Resistivity:-

0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing

compound should be capable to retain moisture for

long time Necessary test report must be submitted

by Agency. (a) For Electrical lnstallation up to 440V

in normal soil

Length of pipe - 1 Mtr

Back filling compound - 1 Nos Bag of 15 Kg.

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

07 Supplying & erecting lP 55 grade following size 8.00 3595.60 Nos

section pillar fabricated from joint less I\4.S.

Sheet with angle iron legs made from jointless

I\I.S. Angle with cable clamps to be buried in

ground to have appropriate erection to work

uniform until erected with cement concrete

foundation and 45 cm high bricks work finishing

with plaster etc. hinged double door internally

supported on both side, with internal and

outside looking arrangement with look and

keys in duplicate 35 x 35 x 5 mm l\4.S. Angle of

Two Nos. one is welded and other with nut and

bolt for erecting Bakelite sheet. Painting the

Section Pillar inside and out side with three

tank powder coated paint. section pillar roof

should be without joint with water leakage proof

& tested as per lP 55 test & followed by lS

2147 of 1962 (B) 75 X 60 X 45 cm section pillar

fabricated from 16 Gauge MS Sheet with angle

iron legs 45 cm long made from 35 X 35 X

mm fhink [\/lS anrrla

98 Providing and erecting XLPE (lS:7098)(l)-88 1300.00 153 52 lvltr.

lSl armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe

of following size of cables (A) 4 core 16 Sq.

mm Make;- RR Kabel, Havells, Avocab, KEl,

Johnson,Polycab

99 Providing and erecting XLPE (lS:7098)(l)-88 120.00 190.89 Mtr.

lSl armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe

of following size of cables (B) 4 core 25 Sq.

mm Make;- RR Kabel, Havells, Avocab, KEl,

Johnson,Polycab

100 Providing and erecting XLPE (lS:7098)(l)-88 2900.00 140.39 Ir/ltr

lsl armoured cable multistrand / Solid

Aluminium conductor for 1 .1 KV. to be laid on

wall with necessary clamps or in existing trench

/ pipe of following size of cables (C) 4 core

Sq. mm tt/ake;- RR Kabel, Havells, Avocab,

KEl, Johnson,Polycab

101 Providing and erecting XLPE (ls:7098)(l)-88 2400.00 126.25 lvltr

lSl armoured cable multistrand Aluminium

conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe

of following size of cables (B) 4 core 6 Sq. mm

[ilake;- RR Kabel, Havells, Avocab, KEl,

Johnson,Polycab

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No, figures

of specifications)

102 Providing & laying approved make Double 6200.00 62.62 lvltr

walled corrugated pipes (DWC) of

polyethylene(conforming to lS 14930 ll )with

necessary connecting accessories of same

material at required depth in existing trench for

laying of cable. below ground / road surface

for enclosing cable (A)50 mm outer dia

103 l\/aking trench in soft soil of suitable width of g0 5160 00 55.55 Ivltr

cm deep for laying cable or locating the fault

all over the run and back filling the same and

making the surface as normal ground.

104 lvlaking trench in Hard Murrum / Tar Road of 400.00 432.28 N/ltr

suitable width of 90 cm or required depth for

laying any size of cable or locating the fault all

over the run and back filling the same and

making the surface as normal ground.(B) lf

additional machinery like hammer driller or JCB

105 Drilling the road without breaking the road 170.00 492.88 l\iltr.

surface (Asphalt) for laying of cable for feeding

power supply by making up to following size of

holes at both ends complete.

106 Providing and, fixing heavy duty flange type 220 00 38.38 Nos

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables.(B) 2 to 4 core 6 Sq. mm

107 Providing and, fixing heavy duty flange type 224.00 38.38 Nos

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. (C)2to4 core 10 Sq. mm

108 Providing and, fixing heavy duty flange type 96.00 47.47 Nos 4557 .12

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. (D) 2 to 4 core 16 Sq. mm

109 Providing and, fixing heavy duty flange type 2.00 51.51 Nos

brass cable gland with rubber ring for PVC

insulated armoured cable complete with out

going tails, insulating tape etc for following size

of cables. (E) 2 to 4 core 25 Sq. mm

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig ures

of specifications)

110 Solder less crimping type Aluminium lugs 880 00 6.06 Nos

conforming to lS suitable for cable of following

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

manner. (A) '1.5/ 2.5/4/6 Sq.mm

111 Solder less crimping type Aluminium lugs 896 00 13.13 Nos

conforming to lS suitable for cable of following

size evenly crimped with high pressure tool &

connected to switchgear terminals with

brass/cadmium plated nut bolts in an approved

manner. (B) '10 Sq.mm

112 Solder less crimping type Aluminium lugs 392.00 15. 15 Nos.

conforming to lS suitable for cable of following

size evenly crimped with high pressure tool &

connected toswitchgear terminals with

brass/cadmium plated nut bolts in an approved

manner. (C) 16i25 Sq.mm.

113 Supplying and erecting Flexible PVC insulated 1890 00 46.46 lvltr 87809

multi strand multi core '1.1 kv grade lSl marked

copper wires of following size to be erected as

directed. (e) 1.50 Sq.mm 3 core round PVC

114 Supplying and erecting Flexible PVC insulated 1008.00 77.77 t\4tr.

multi strand multi core 1. 1 kv grade lsl marked

copper wires of following size to be erected as

directed. (h) 2.50 Sq.mm 3 core round PVC

115 Supplying and erecting approved make 160.00 15705.50 Nos.

Octagonal pole made from HR sheet steel. The

pole should be made as per lS. and shall be

coated with hot dip galvanizing as per lS

262912633147 59, suitable suspend local wind

speed with integral Junction box consist of

terminal plate of min 6mm Hyiam sheet,

standard profile 35mmx7.Smm Din-Rail for

MCB Mounting, stud type terminal and

arrangement for cable termination to be

erected With Suitable foundation (lncluded) as

per details given by manufacturer considering

site requirement. (H) I Mtr. Long 70 mm Top

X 155 mm bottom dia, 3 mm thickness with

260mmX260mmX'l6mm base plate, 4-M24

Bolts and 750mm long with necessary G.l. J

Bolts .Approx Pole weight 97 kg

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig u res

of specifications)

116 Supplying, erecting, testing, commissioning 1.00 184438 12 Nos

approved make M.S. Polygonal High Mast Pole

having following general Specification. (a) Polygonal

Section fabricated from M.S. Plate conllrms BSEN

10025 & Hot deep galvanized minimum 65/86

micron (as per lS 2629 /1985) Lantern carriage with

ring and rubber lines for erection of luminaries of

suitable site. (b) Maximum telescopic section not

more than four (c) Double drum gear pipe motorized

winch wath 6mm dia S.S. Rod (For 16 mtr and above

size) (d) Approved make L.E.D. aviation light = 1 No.

Lightening arrestor = 1 No. with necessary wiring of

2.5 sq.mm 5 core lSl copper cable Unarmoured. (e)

Bottom most section suitable for mounting reversible

motor and switchgears having door not more than

1400mm x 300mm with waterproof gasket & hinges

& locking arrangement. (0 Pole structure comprises

suitable size of reversible motor. cable and

necessary switchgears with control panel. (g) bottom

section shall have suitable size of thickness

supports ribs foundation bolts nuts etc. (h) ltem not

comprises the cost of lanterns. (i) Necessary

Cement Concrete foundation as per lS including

tesling & commissioning of the entire structure for

following size of High Mast poles [4] High Mast

Mk. TOP tuF 150 Mm, BOTTOM A,/F 400 Mm, No.

of Sec. No. - 2, Boftom Thickness - 4 mm, Top Sec.

3 mm, Size Base Plate - dia.630 mm x 20 mm thick,

Foundation Bolt Size M24 x 870 mm, Qty - 12 Nos..

Suitable for mounting Fitting of Light - 10 Nos.

117 Supplying and erecting street light pole bracket 224.00 795.88 Nos.

comprising main B Class Gl pipe of

cm/require outside dia. complete with suitable

B Class GI sleeve tubing of approx. 45cms.

length and suitable for 76.5mm/ 80mm or

require size pole top having sufficient fastners

for fixing the brackets and having suitable rise

as per site condition as directed and spread of

2 mtr.with suitable welded stiffener reducer and

with lock nut complete painted with one coat of

Red oxide / PU base primer and two coats of

Aluminium / PU paint. Suitable for side entry

fitting brackets of following nos of arms. [a]

Single Arm bracket 2 Mtr

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. fig ures

of specifications)

118 Supplying and erecting street light pole bracket 46.00 1227.15 Nos

comprising main B Class Gl pipe of

cm/require outside dia. complete with suitable

B Class Gl sleeve tubing of approx. 45cms.

length and suitable for 76.5mm/ 80mm or

require size pole top having sufficient fastners

for fixing the brackets and having suitable rise

as per site condition as directed and spread of

2 mtr.with suitable welded stiffener reducer and

with lock nut complete painted with one coat of

Red oxide / PU base primer and two coats of

Aluminium / PU paint. Suitable for side entry

fitting brackets of following nos of arms. [B]

Double Arm Bracket 2 Mtr.

119 Supplying and erecting street light pole bracket 2.00 1658.42 Nos

comprising main B Class Gl pipe of

cm/require outside dia. complete with suitable

B Class Gl sleeve tubing of approx. 45cms.

length and suitable for 76.5mm/ 80mm or

require size pole top having sufficient fastners

for fixing the brackets and having suitable rise

as per site condition as directed and spread of

2 mtr.with suitable welded stiffener reducer and

with lock nut complete painted with one coat of

Red oxide / PU base primer and t\ivo coats of

Aluminium / PU paint. Suitable for side entry

fitting brackets of following nos of arms. [C]

Triple Arm Bracket 2 Mtr.

tzv Providing and erecting Annealed bare Copper 15.00 794.87 Kg

wire I to 16 SWG.

121 Supplying & erecting approved make lP 55 8.00 17059.91 Nos

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 and locking

arrangement consisting of suitable size of

Pole MCB and 4 pole contactor (callll)with

analog time switch, auto manual switch of

same make and suitable input and output

Bakelite terminals and with door earthing

approved by Engineer in charge.(C) 63 Amp

Description of ltem

Item Rate ln

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

122 Supplying & erecting approved make 4 lvltr Gl 1 10.00 9999.00 Nos.

Tubular Pole 4 Mtr Gl Pole 89 Od 3 mm

thickness pipe PowdercoaUPU Paints, 380 mm

Dia ring Decorative posttop lantern Light

Watt fitting, with wire, tt/CB, Foundation, J

bolts and Additional accessories,

Total Rs. 154251731-08

Rupees Fifteen Crore FourtyTwo Lakh Fiftyone Thousand Seven Hundred ThirtyOne and Paisa

Eight Only

l/ We am / are willing to carry out the work at 7o above / below

percent (should be written in figure and words) of the estimated rate mentioned above. Amount of my / our

tender works out as under.

Estimated amount put to tende' Estimated amount put to tender

Deduct % Below Add % Above

Net Rs Net Rs._

ln words In words _

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-ln-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and lncome tax TDS will be deducted at a source while making payments of bills.

4 ln all R.C.C. ltems in Rate Analysis Standard Cement Consumption has been taken as per Govt.

G.R.: PRC-10/2017 Cement Consumption/16/C Date:1110512017 as stated in S.O.R. therefore in

R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in

all the tender.

5 Dismentalling of Credit materials amounting of Rs. @QQ must be recovered from Contractor's

respective R.A. Bill.

Signature of Contractor

Deputy ive Engineer Engineer

R.& B. Sub Division & B. Division

Palanpur Palanpur