Cane Development And Sugar Industry Tender
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Cane Development And Sugar Industry Tender
Eprocure
Opening Date24 Dec 2020
Closing Date5 Jan 2021
Tender Amount₹ 40,74,000
Costs
EMD
₹ 4,07,400Document Cost
₹ 1,385Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CDSI_540582_13Bid Award Id
ViewTender No
3102/C DATED 22.12.2020Tender Authority
Cane Development And Sugar Industry ViewPurchaser Address
-Website
http://http://upcane.gov.in/
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Documents
BOQ Items
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
281.25
-
2869.48
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.
1
-
53808
Cartage of maxphalt from godown to site.
11.42
-
179.17
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)]
3750
-
1.7
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)
3750
-
1.32
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 to 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
3750
-
88.6
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.
3750
-
27.6
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
1106.25
-
68.4
Construction of NP-3 Hume pipe culvert of.450.mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)
30
-
1907.51
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
-
6650
Supply bitumen Emulsion (SS-1) for priming coat @ 0.70Kg/m2
2.63
-
40517
Supply of Bitumen V.G.-10 for Tack coat, P.C. & Seal Coat @ (0.35+1.3432+0.65) Kg./m2.
8.79
-
33735
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