Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Eprocure
Opening Date10 Dec 2018
Closing Date15 Dec 2018
Tender Amount₹ 20,99,000
Costs
EMD
₹ 2,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RKUMP_281900_1Bid Award Id
ViewTender No
Ni.Kh.Farru./(Nivida)2018-786 Date-07-12-2018Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
... More
(A) Providing and laying seal coat by manual means with 80/100 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TSC 510
3600
204840
56.9
... More
(A) Earth in cutting or in embankment in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge.
477.75
50163
105
... More
(A) Brick edging on both sides of the road of SOB bricks 8 CM (3”) wide and 12(4½”) deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer-in-charge. (S.I. 765)
0.06
4388
73136.6
... More
(A) Brick on edges pavement on patries with SOB bricks laid Dry joints filled with local earth including preparation of base to proper slopes & its ramming spreading a layer of 1.0 CM (3/8”) depth of local sand over the sub grade and including supply of all materials labor T&P etc. required for proper completion of the work. (S.I. 763
79.2
34293
433
... More
(A) Construction of un-reinforced and construction joint only plain cement concrete pavement thicknesh as per drawing over a prepared sub base with 43 grade cement as per clause 1501.22 M-20 1:1.5:3 (Grade coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.20cum capacity and aproctimat weight batcher using approved mis design laid in approved fixed etc form work (Steel, channel laying & fixing fo 125 micron thick polythin film wedge steel plates including leveling the form work as per drawing) curring of concrete slabe for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.
36
250596
6961
... More
(A) Supply and Fixing of Sign Board
1
12000
12000
... More
(B) 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.
6.75
28818
4269.4
... More
(B) Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer and cleaned with hydraulic broom as per Technical Specn. No. 503
1800
25920
14.4
... More
(B) Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat as per T.S.C. 508
1800
282960
157.2
... More
(B) Providing and laying seal coat by manual means with 80/100 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per TSC 510
1800
102420
56.9
... More
(B) Earth in cutting or in embankment in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge.
252
26460
105
... More
(B) Brick edging on both sides of the road of SOB bricks 8 CM (3”) wide and 12(4½”) deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer-in-charge. (S.I. 765)
0.07
5119
73136.6
... More
(B) Brick on edges pavement on patries with SOB bricks laid Dry joints filled with local earth including preparation of base to proper slopes & its ramming spreading a layer of 1.0 CM (3/8”) depth of local sand over the sub grade and including supply of all materials labor T&P etc. required for proper completion of the work. (S.I. 763
59.04
25564
433
... More
(B) Supply and Fixing of Sign Board
1
12000
12000
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