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 Repaire Of Link Road From Bangarh To Garhi Anta. in Hathras, Uttar Pradesh, with an estimated contract value of Rs. 13,42,000. The bid opening date for this tender is 20-03-2025 and the last date for bid submission is 08-04-2025. 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
Opening Date20 Mar 2025
Closing DateCancelled
Tender Amount₹ 13,42,000
Costs
EMD
₹ 1,35,000Document Cost
₹ 2,400Tender Fee
Refer Documents
Summary
Repaire Of Link Road From Bangarh To Garhi Anta.
Description
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Contact
Tender Id
2025_RKUMP_1019661_1Tender No
2025-1084-8/12.03.2025Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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BOQ Items
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Supply & Laying of 350MM dia R.C.C. Hume pipe including supply of all materials labour and T&P etc. required for proper completion of work.
7.5
1835
13762.5
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Providing and laying seal coat type C over P.C. surface with 6.7mm nominal size grit @ 0.90 Cum/10sqm with bitumen VG-10 @ 6.50 kg/10sqm including heating of bitumen to the required tempreture and including all material labour & T&P etc. complete & Per. MORD specification No. 510 (Rates including of Bitumen VG-10)
3600
62
223920
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3rd Year @ 3.00%
1
34381
34381.14
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Providing & fixing Typical informatory sign board asper MORD specification and drawing. Three M.S. plate of 1.6 mm thick, top and middle plate duty welded with M.S. flat iron 25mm x 5 mm size on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement conc. M-15 grade black of 450mm x 450mm x 600mm below ground level. All M.S. will be stove enametat on both sides. Lettering and Printing arrows, border etc.will be painted with ready mixed sign thick enamd paints of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 and annexure 1700.
1
15000
15000
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Providing applying tack Coat with bitumen VG-10 grade using exulison pressure distributor at the rate of 0.30 Kg. per sqm on the prepared guanalar surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503
3600
15
54000
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Struck pointing in 1:2 cement and coarse sand (Ruled Pointing). including supply of all materials labour and T&P etc. required for proper completion of work.
9.34
135
1260.9
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Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying, spreading and compactong 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, crushable screening to full up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (2)
27
3798
102567.6
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Part-A (Bituminous Work)
Earth work in cutting of in embakment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including 1.5m lift and 30m lead, the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer. SI No. 253 (a)
864
140
120960
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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m & lead upto 30m & including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (SI 251)
8.64
150
1296
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Class-150 brick work in 1:4 cement & Coarse sand of 2.25 fineness modulus mortar in foundation & plinth including supply of all material, labour & T&P etc. required for proper completion of the work.
3.02
5700
17214
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Providing, laying and rolling of open grade premix carpet of 20 mm thickness Composed of 13.2 mm to 5.60 mm aggregates including mixing in a suitable plant. laying with a three wheels 80-100 kN static roller capacity, finished to required leve & grades Bitumen @ 14.6kg/10sqm agea for premixing including Taxesx, Material, Labour and T&P etc required for proper completion of the work as per MORD specification No. 508 (Rates Including of Bitumen VG-10)
3600
161
580320
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4th Year @ 4.50%
1
51571
51571.71
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Coping 1:2:4 in cement coarse sand 20mm stone grit including supply of all materials labour and T&P etc. required for proper completion of work.
0.07
6900
483
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Provinding and applying primer coat with Emulsion ss-1 on prepared surface or granular Base including clearing of road surface and spreding primer at the rate of 0.70kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinklod with water tanker to keep the surface Moist. The prime coat with be applied 24 hrs before the application of bituminous ,ourse including all Taxes, Material, Labour T&P etc. required for proper completion of the work. as per MORD Specification No. 502
360
35
12816
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Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A
0.53
4600
2438
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