MP Laghu Udyog Nigam Limited Tender
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MP Laghu Udyog Nigam Limited - MPLUN Tender
Eprocure
Opening Date6 Mar 2019
Closing Date20 Mar 2019
Tender Amount₹ 1,94,24,944
Costs
EMD
₹ 1,94,250Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Cc Road And Rcc Drain Work At Guna
Description
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Contact
Tender Id
2019_MPLUN_23109_1Bid Award Id
ViewTender No
MPLUN/Const./EandC/Div-GWl/ 2019/ 05_3Tender Authority
MP Laghu Udyog Nigam Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in
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Documents
BOQ Items
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Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size
633.94
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957
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Dry Lean Cement Concrete Sub- base
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting.
633.94
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2199
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Cement Concrete Pavement
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.
1637.21
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4841
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Construction of Shoulders with approved material/ selected soil
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i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. B Hard Shoulders (CBR value 12)
1184.4
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181
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Excavation for Structures
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in. B Mechanical Means. (ii) Depth upto 3 m.
3150
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66
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Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.
350
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4299
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
42.07
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66069
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Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. C RCC Grade M20.
945
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4919
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EXTRA ITEM ( Tender Percentage above / Below on SOR shall not be applicable)
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Providing and Fixing Polyethylene sheet of recuired mycon thickness between DLC and PQC for specification of these to.
6366.92
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10
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Contractor shall required to arrange his own suction pump for the purpose of suction of extra water in green PQC to maintain required water cement ratio. For this work the payment shall be made to the contractor by the department at the rate of Rs. 5/- per sqm. (Top suface area of P.Q.C. shall be measured.)
6063.74
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5
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