Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Eprocure
Opening Date16 Nov 2019
Closing Date21 Nov 2019
Tender Amount₹ 91,08,000
Costs
EMD
₹ 9,11,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RKUMP_403590_1Bid Award Id
ViewTender No
373 date 19.10.2019Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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W.B.M. G-1 (45-90 mm stone ballast) 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 2 as per Technical Specification Clause 401.
156.22
-
2495.6
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W.B.M. G-2 (45-63 mm stone ballast) 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 2 as per Technical Specification Clause 405.
112.35
-
3162.5
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W.B.M. G-3(22.4-53) mm stone ballast) 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 2 as per Technical Specification Clause 405.
622.62
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3232
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Providing and applying primer coat with bitumen Emulsions (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/Sqm using mechanical means as per Technical Specification Clause 502
7420
-
24.9
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Providing and applying tack coat with bitumen 80/100 (VG-10) using bitumen distributer @ 0.50kg per sqm area on the prepared bituminous surface cleand with hydraulic broom as per technical specification no. 502 (Sr. no.5.2(III) including all materials and labour and T & P etc.
7420
-
10.7
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Providing and laying bituminous macadam 50 mm thick on prepared surface with specified graded crushed aggregate or with binding coarse, including loading of aggregate and 3.4% bitumen (By weight) in hot mix plant and transporting the mixed material in to paver and laying mix material with paver to the required level (excluding coat) of primer tack coat M.O.S.T. specification (SI N0 507)
371
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7045.5
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Providing and laying 25mm thick semi dence carpet with approved coarse aggregated with filler and 5% bitumen as per M.O.S.T specification including heating bitumen to required temperature mixing, spreading and including of all material labour and T&P etc. required for proper completion of the work (SI n0 509)
185.5
-
7707.7
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Brick edging on both side of the road.
1.06
-
58500
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Excavation in foundation in ordinary soil (loam clay and sand) including lift upto 1.50 M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation treches as per S.I. No. 251
22.5
-
110
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Cement Concrete with 4 cm gauge stone ballast coarse sand and cement in proportion 12:6:1 in foundation i/c supply of all material, labour & T&P required for proper completion of the work as per S.I. No. 273
9
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2950
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M-150 brick work in One part cement and Four part Course sand mortar in foundation and plinth including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 307(a)
15.66
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4650
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12 mm thick plaster with cement and approved course sand in proportion 1:4 over brick work minimum thickness not to be less than 1 cm including supply of all materials labour and T&P etc. required for proper completion of the work SI.NO. 584
54
-
170
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Cement Concrete with 2 cm gauge stone grit / single course sand and cement in proportion of 4:2:1 including supply of all material labour & T&P etc. required for proper completion of the work SI.No. 279 (a)
3.17
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6250
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