Odisha Hydro Power Corporation Limited Tender
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Costs
EMD
₹ 26,500Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_OHPCL_66866_1Bid Award Id
ViewTender No
RHEP/TCN-46-2020-21Tender Authority
Odisha Hydro Power Corporation Limited ViewPurchaser Address
-Website
http://http://ohpcltd.com/
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Documents
BOQ Items
... More
Supply of P.V.C (ASTM) casing pipes of schedule 80 of 200mm nominal diameter of Oriplast/Suprime/Astral make for potable water supplies as per Standard-D-1785/89.
150
-
2700
... More
Cost of variable speed submersible pump set including installation charges with necessary pipes, fittings, valves and their necessary material up to required depth. (a) 5 HP variable submersible pump 5 LPS & head 115 mtr head.
5
-
29018
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(b) Cost of Auto start control panel for the pump.
5
-
3983
... More
(c) Supplying of three core 6.00 mm² cupper submersible flat cable
400
-
81
... More
(d) 2" dia submersible steel nipple
10
-
280
... More
(e) 50 mm HDPE Coil pipe 10 kg/cm²
300
-
173.25
... More
(f) 15 mm² Nylon Rope for lowering submersible pump set
35
-
170
... More
(g) 'U' clamp Heavy Duty SS
10
-
30
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(h) 2" Socket for fitting of pump
10
-
60
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(i) 2" x 6" G.I. Short piece Heavy Duty for fitting of pump
10
-
70
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(j) 200 mm dia C.I. Bore cap for supporting clamps
5
-
500
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(k) MS clamp for supporting pump set and pipe line
5
-
500
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(l) G.I. Z bend of 3"/4" dia with N.R. valves & Full Way valves
5
-
28000
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(m) Installation charges for above including Electrical installations (100Amp 3 Phase Main Switch, 100Amp 3 Phase MCCB, Earthing, internal wiring of Pump House)
5
-
18000
... More
Laying in trenches unplasticised PVC pipes conforming to IS:4985-2000 and specials of 90 mm dia (outside diameter), Class-3 including jointing with supply of approved solvent cement by non-heat application method including testing as per specification complete. (Earth work in trenches to be measured and paid for separately).
200
-
403.47
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Earth work excavation for plinth & foundation in hard soil or gravelly soil within 50 mtrs. initial lead and 1.5 mtrs.initial lift including rough dressing and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.30 mtrs in depth as per direction of Engineer-in-charge.
72
-
178.6
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Filling in foundation and plinth with excavated materials including watered and rammed.
36
-
119.07
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Supply & filling in foundation and plinth with sand watered and rammed including the cost, conveyance, royalty and labour charges etc. complete.
36
-
441.2
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Earth work excavation for plinth & foundation in hard soil or gravelly soil within 50 mtrs. initial lead and 1.5 mtrs. initial lift including rough dressing and breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.30 mtrs in depth as per direction of Engineer-in-charge.
37.25
-
178.6
... More
Supply & filling in foundation and plinth with sand watered and rammed including the cost, conveyance, royalty and labour charges etc. complete.
30.7
-
441.2
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Cement concrete (1:3:6) with 4cm size hard granite metal including the cost, conveyance, royalty and labour charges etc.Complete.
9.45
-
4192.6
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R.C.C. work of ( 1:1.5:3) with 12 mm & down grade black hard granite chips( crusher broken) including hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surface smooth, providing grooves or beds where necessary including cost of all materials (excluding cost of tor steel) and cost of all labour with T & P required as per direction of Engineer-in-charge.
28.9
-
6157
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Labour for cutting, bending, binding and laying the grill of approved dia and placing in position of SAIL/TATA/JINDAL TMT (Fe-500) for R.C.C. works and using binding wire 18 to 20 gauge including cost, conveyance of all materials and labour complete as per direction of Engineer-in-charge.
36.13
-
6421.1
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Rigid and smooth centering and shuttering for R C C works including false works and dismantling them after casting including cost of material complete. (a) For foundation, plinth band and footings bases of columns mass concrete precast slabs.
49.2
-
104.9
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(b) For RCC floor, roof slabs, landing, balconies, projecting sunshades, chajjas
107.4
-
404.7
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(c) For RCC Beams, columns
103.5
-
720.1
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(d) For RCC Lintel
13.2
-
269
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First Class Fly Ash brick masonry in cement mortar (1:6) in F&P using Fly Ash brick having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance of +/- 8% after immersing the bricks in water for six hours before using foundation and plinth including hoisting, placing in position, watering, curing to required time etc. including cost, converyance, royalties and cost of all labour with T & P required for the work etc. complete as per direction of Engineer-in-charge.
10.9
-
4147.5
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First Class Fly Ash brick masonry in cement mortar (1:6) in Super Structure using Fly Ash brick having crushing strength not less than 75 Kg/Cm2 with dimensional tolerance of +/- 8% after immersing the bricks in water for six hours before using foundation and plinth including hoisting, placing in position, watering, curing to required time etc. including cost, converyance, royalties and cost of all labour with T & P required for the work etc. complete as per direction of Engineer-in-charge.
29.7
-
4185.8
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16 mm thick cement plaster (1:6) after racking out the joints including watering, curing to required time, cost, conveyance, royalties, cost of all labour with T & P required for the work complete as per direction of Engineer-in-charge.
370.5
-
188.3
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6 mm thick cement plaster (1:4) to RCC surface finished smooth including closed deep chipping and slury treatment including watering, curing to required time, cost, conveyance, royalties, cost of all labour with T & P required for the work complete as per direction of Engineer-in-charge.
99.85
-
123.1
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Manufacturing and supplying & fixing GI panneled Door double leaved with frame of overall size 0.89mtr (width) x 1.98mtr (Height) made out of GI Angle 35 x 35 x 5mm - outer frame, GI flat 25 x 5mm - bottom rail, hole fast 35 x35 x6mm GI Angle 6 nos each 175mm long bifurcated at the tips, Door frame 25 x 25 x 5mm G.I. angle, door pannel 1.25 mm thick GP sheet, Horizontal panel stiffener 4 nos in each leaf, middle flat 25 x 5mm GI flat with fabrcated GI aldrop- 2 nos, Moulded hinges- 6nos, fabricated tower bolts - 2 nos and door handle - 2nos as per relevant ISS. Approx. Weight - 64.17 Kg
340
-
113.68
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Manufacturing and supplying & fixing GI Panneled Window double leaved shutter with G.I. Angle Frame & Grill overall size including frame 1220 mm (H) x 910 mm (W) made out of the following materials confirming to relevant Indian Standard Specification. Frame: 35 x 35 x 6 mm G.I. Angle, Shutter style - Top & Bottom rail 25 x 25 x 3 mm G.I. Angle. Door Pannel - 1.0 mm G.P. Sheet. Pannel stiffner covering width of each leaf - 19 x 5 mm G.I. Flat at 2 Nos on each leaf. Hinges Fabricated - 4 nos (2 nos on each side). Hold fast - 35 x 35 x 6 mm G.I. Angle 10cm length bifurcated at the tip - 2 Nos on each side. Handle 19 x 5 mm G.I. Flat fabricated - 02 Nos. Fabricated (inside) Tower Bolt - 4 Nos. Horizontal Grills- 10mm square bars at 100mm spacing. Approximate weight - 48 Kg. (Each Window).
480
-
113.68
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Painting two coats with enamel paint of Berger/Asian make over a coat of red oxide primer including cost, conveyance, cost of all labour with T & P require for the work complete as per direction of Engineer-in-charge.
77.76
-
181.94
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2.5 cm A.S.flooring with C.C.(1:2:4) including punning using 12 mm size H.G.chips and including cost of materials, conveyance, royalty & cost of labour with T & P required etc complete as per direction of Engineer-in-charge
62.91
-
286.9
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Distempering two coat with oil bound distemper of any approved shade over the interior surface of walls including cost, conveyance, royalties, cost of labour with T & P required for the work complete as per direction of Engineer-in-charge.
189
-
63.6
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Wall painting two coats with Weather seal coat Paint of any approved shade over the Exterior surface of walls including cost, conveyance, royalties, taxes of all materials, cost of labour with T & P required for the work complete as per direction of Engineer-in-charge.
247.35
-
88.1
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2.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips admixed with waterproofing compound including cost, conveyance, royalties, taxes of all materials, cost of labour with T & P required for the work complete as per direction of Engineer-in-charge.
72.2
-
285.7
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