Cane Development And Sugar Industry Tender

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Cane Development And Sugar Industry Tender

Works
Eprocure
Opening Date17 Feb 2021
Closing Date23 Feb 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast from and screening material type B-( 11.2 mm for Grading 3 @0.18 cum per 10- sqm). from approved Quarry

119.53

-

3839.05

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Brick Edging on both sides of the road of Ist class bricks on edge laid with mud mortar including labour & supply of bricks finished to the required template & in properalignment &also including dressing,ramming the excavated earth as directed by E/I as per S.INo 765 of UP, PWD Specification.

0.43

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57950

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Cartage of maxphalt from godown to site.

4.86

-

161.41

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Cartage of empty drums maxphalt from site to godown.

4.86

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32.28

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Providing & applying primer coat with Bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)]

1593.75

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1.71

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Providing and applying tack coat with Bitumen V.G.-10 using emulsion distributor at the rate of 0.35 kg/sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 502 Sr. 5.2(iii)

1593.75

-

1.36

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion with addition of 8% plastic waste by the weight of bitumen in the shredded form required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

1593.75

-

102.56

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510, as approved.

1593.75

-

32.02

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Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

239.06

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82.33

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only, plain cement concrete pavement complete including supply of all material labour T&P etc. required for proper completion of work . RCC Cover as per S.I. No- 283

1.44

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7723

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Mild steel 1.2% of item no 14(a)

1.36

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5937.5

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Construction of U drain on Both sides in abadi Part on ( as per detail attached)

30

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2915.55

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Brick work in old exsits culvert damaged parpet as per S.I. No 305

3.86

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4797.5

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Direction Sign Board of 4'x3' size having 18 gauge sheet with the post of 1-1/4" dia. white & Red alternate Painted Pipe incl. fixing in c.c. of 1:2:4 cement , c.sand & stone grit with piller.

1

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4750

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Departmental Supply Items Bituminous Course A) Supply of bitumen emulsion (SS-1) for Priming coat @ 0.70 Kg./m2.

1.12

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40436

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B) Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.3432+0.68) Kg./m2. .

3.74

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32814



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