MP Laghu Udyog Nigam Limited Tender

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MP Laghu Udyog Nigam Limited - MPLUN Tender

Works
Eprocure
Opening Date26 Dec 2018
Closing Date11 Jan 2019
Tender Amount₹ 2,61,75,416 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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4.12 Crusher Run Macadam Sub Base/Base Course 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

1156.44

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957

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6.1 Dry Lean Cement Concrete Sub- base 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 with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

736.31

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2199

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6.4 Cement Concrete Pavement 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

1624.22

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4841

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4.13 (b).Construction of Shoulders with approved material/selected soil 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) (B) hard solders (CBR Value More than 12)

1872.75

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181

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6.12 Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. I) Mild steel Miled Steel 25 dia. Tor steel. 12 mm dia.

4.259

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39259

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R.C.C. Hume Pipe Culvert work

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12.1 (I) B (i) Excavation for Structures (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: I. Ordinary soil A. Manual Means (i) up to 3 m depth

1026.54

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52

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9.1 PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.

38.23

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3409

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9.2 A Laying Reinforced Cement Concrete Pipe NP4/ prestrssed concrete pipe on first class bedding in single row. (Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) A 1000 mm dia pipe

90

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5668

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9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900.

280.48

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4353

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R.C.C. Nallah work

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-

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12.1 B-II Excavation for Structures (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: I. Ordinary soil A. Manual Means (i) up to 3 m dept

3006.25

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66

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12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

162.5

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4299

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12.8 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

516.75

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4919

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12.31 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.

31.005

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49081

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R.C.C. Drain work

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12.1 (I) B-II Excavation for Structures (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: I. Ordinary soil A. Manual Means (i) up to 3 m depth

531

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66

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12.3 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

265.5

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4299

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12.8C 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

690.3

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4919

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12.31 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.

41.4

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49081

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6.14.1Providing and Laying Half round Reinforced Cement Concrete Pipe as per design in Single Row Providing and laying half round reinforced cement concrete pipe Np2 type conforming to IS 458-2003 for drains in single row including joint filling with cement mortar 1:2 but excluding excavation, bedding, protection works, backfilling etc. complete. i) NP2 Pipes 600 mm dia

120

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516

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Extra Item (Note:- tender percentage above/below on SOR shall not be applicable)

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Providing and laying polyethylene sheet of 125 micron thickness to be laid over the prepared surface of D.L.C.C. ( Dry Lean Cement Concrete) before laying P.Q.C. (Pavement Quality Concrete) etc. complete as per the direction of Engineer-in-charge.

7425

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10

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Providing and commissioning at site of work suction (dewatering) pump for the purpose of suction of extra water in green PQC (Pavement Quality Concrete) to maintain required water cement ratio etc complete as per the direction of Engineer-in-charge.

7055

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5



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