Rajya Krishi Utpadan Mandi Parishad Tender
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The RKUMP has issued a formal invitation for competitive bids for the Rajya Krishi Utpadan Mandi Parishad project, for Construction Of Boundary Wall, Gate And Gate Piller, Approach Road And Diasmantling Work At Nmy Baberu. in Banda, Uttar Pradesh, with an estimated contract value of Rs. 20,04,000. The bid opening date for this tender is 04-02-2023 and the last date for bid submission is 24-02-2023. Interested bidders for Rajya Krishi Utpadan Mandi Parishad tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Feb 2023
Closing Date24 Feb 2023
Tender Amount₹ 20,04,000
Costs
EMD
₹ 2,01,000Document Cost
₹ 3,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RKUMP_771750_1Bid Award Id
ViewTender No
Nirman Khand Banda/Tender/2023-734 dt.03Feb.2023Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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M.S. or iron work heavy sizes such as trusses built up gates doors frames records racks roof work, gates etc, wrought to required form including drilling holes rivertting or welding where necessary and also including supply of steel, bolts nut wasrage etc. and their fixing required for proper completion of the work in new item . S.I. 503
5.28
-
6240
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Brick Edging on both side of the road with M-150 class brick on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required template alignment in proper aligment & also dressing ramming the excavated earth and directed by Engineer-in-charge. S.I. 765
167
-
85
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) PWD-13.47.1
100.53
-
80
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Boring and casting of 30 cm dia piles of single under reamed of 50 cm. dia bulb and 3.50 m deep below ground level consisting 4 nos. 10m.m dia main bar and 6mm 25 cm.C/C ring filled with c.c. in 4:2:1 in 2 cm. gauge stone grit coarse sand and cement including supply of all materials labour T&P etc. required for proper completion of work .
14
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1088.6
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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumin to required line, grade and level to serve as wearing course on a previously prepared base incuding mixing in a suitable plant , lying and rolling with a three wheel 80-100 KN static roller capecity finished to required level and grades to be followed by seal coat Technical specification Claues508
835
-
166
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R.C.C. work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 in Lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 285 )
1.52
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7983
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Cement concrete with 4cm (1/2") gauge approved stone ballast approved coarse sand. Cment in proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. S.I. 281
10.58
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4558
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M-150 brick work in 1:6 cement and coarse sand of 2.25 fineness modulus mortar in super-structure above plinth level including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. S.I No. 309+310
8.55
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5738
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Providing , laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the requirede density grading-III as per technical specification clause 405
62.63
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3164
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Earth filling in plinth including supply of necessary quantity of good quality earth from uot side of site up to 5 Km. distance including watering ramming dressing etc. labour T&P required for proper completion of work .
1367.17
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258
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R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. S.I. No. 289
2.41
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8073
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Providing , laying, spreading and compacting stone aggregates of 45-90 mm 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 aggregates, watering and compacting to the requirede density grading-I as per technical specification clause404
106.21
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2871
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Providing , laying, spreading and compacting stone aggregates of 45-63mm 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 aggregates, watering and compacting to the requirede density grading-II as per technical specification clause405
83.5
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3110
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Supply & Fixing of 600 mm dia R.C.C. Hume Pipe with coller including supply of all labor & material for proper completion of the work as per direction of E/I
70
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2438
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R.C.C. work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 in raft Foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 287)
3.29
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6683
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Providing and applying tack coat with V.G.-10 bitumin using bitumin pressure distributor @ 0.35 to 0.45 kg. per sqm. On the prepared bitumins surface cleaned with Hydrulic broom as per Technical Specifictin Clause 503
835
-
16.8
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12 mm thick plaster in 1:4 cement and coarse sand including supply of all matterials labour and T&P etc. required for proper completion of the work. S.I No.584
100.53
-
146
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Boring and casting of 20 cm dia piles of single under reamed of 50 cm. dia bulb and 3.50 m deep below ground level consisting 4 nos. 10m.m dia main bar and 6mm 25 cm.C/C ring filled with c.c. in 4:2:1 in 2 cm. gauge stone grit coarse sand and cement including supply of all materials labour T&P etc. required for proper completion of work .
35
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568
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Laying and consolidation of blanket coat stone dust by road roller as required including hire and fuel charge of roller including all complete.
132.77
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1317
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Providing and 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 to 1.00kg/sqm using mannual means. Clause 502
835
-
43.9
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M.S. or iron work(Tor Steel or plan) in plain work such a, R.C.C or R.B work including bending for proper shape and including supply of steel and its wastage, band, hooks andauthorized overlapping including supply of all labor & material for proper completion of the work as per direction of E/I(S.I.No.-504).
6.57
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6240
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Excavation in Foundation in Ordinery Soil including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling, watering & ramming of excavated earth into the trenchs or into the space between the building and the sides of foundation trenchs or into the plinth and removal and disposal of of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenchs. S.I. 251
6.16
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120
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Sand filling in plinth and under floors including watering, ramming, consolidating and dressing complete including supply of all materials, labour and T&P etc. required for proper completion of work. S.I. No. 255
1.13
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1100
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