Cane Development And Sugar Industry Tender
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Cane Development And Sugar Industry Tender
Civil And Construction
Eprocure
Opening Date19 Jan 2021
Closing Date27 Jan 2021
Tender AmountRefer Documents
Costs
EMD
₹ 3,76,400Document Cost
₹ 2,944Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CDSI_546623_1Bid Award Id
ViewTender No
292/CTender Authority
Cane Development And Sugar Industry ViewPurchaser Address
-Website
http://http://upcane.gov.in/
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Documents
BOQ Items
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C) Brick soling with straight over burnt bricks laid on edge and dry labour only including preparation of sub-grade to prescribed camber filling joints with local earth spreading blinding coat 1 cm. 3/8" depth of 'local earth over the entire surface and including cost of material, labour and T&P etc. required for proper completion of the work. as per MORD specification 412 sl no 4.18
765
-
408.5
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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
-
4750
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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
225
-
4367.44
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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. .
7.03
-
32747
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A) Cartage of maxphalt from godown to site.
9.13
-
161.41
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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)
3000
-
1.36
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A) Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
2256
-
82.33
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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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.clause 405 sr no 4.8-(2) - WBM Gr-II of stone ballast (45 - 63 mm size ) from approved quarry and screening material type B 11.2 mm for Grading 2 @0.20 cum per 10- sqm and binding materials(stone dust ) @0.06 cum per 10 sqm for Grading 2 material from approved quarry.
287.36
-
4405.44
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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)]
3000
-
1.71
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A) Supply of bitumen emulsion (SS-1) for Priming coat @ 0.70 Kg./m2.
2.1
-
40436
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B) 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.
0.8
-
57950
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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.
3000
-
112.4
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Construction of NP-3 Hume pipe culvert of…600..mm dia. along with parapets to allow unhindered longitudinal flow of water(as per sheet attached)
3
-
71147.99
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A) Dismantling of Existing BOE including stacking of serviceable materials and disposal of unserviceable materials with in a lead of meter as per direction of Engineer-in-charge.
660
-
9.5
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B) Cartage of empty drums maxphalt from site to godown.
9.13
-
32.28
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