Odisha Hydro Power Corporation Limited Tender
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Costs
EMD
₹ 12,700Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_OHPCL_89297_1Bid Award Id
ViewTender No
RHEP/TCN/10/2023-24Tender Authority
Odisha Hydro Power Corporation Limited ViewPurchaser Address
-Website
http://http://ohpcltd.com/
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Documents
BOQ Items
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.
15
65708
4380.58
Cement concrete (1:3:6) with 4cm size hard granite metal including the cost, conveyance, royalty and labour charges etc.Complete.
10
45487
4548.75
Cement concrete (1:2:4) with 12mm size hard granite chips including the cost, conveyance, royalty and labour charges etc.Complete.
2
9694
4847.13
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.
1400
439544
313.96
12 mm thick cement plaster (1:4) over brick work with cement punning for skirting including watering, curing to required time, cost, conveyance, royalties, cost of all labour with T & P required for the work complete etc. as per direction of Engineer-in-charge.
500
83205
166.41
16 mm thick cement plaster (1:6) after racking out the joints including watering, curing to required time, cost, conveyance, royalties of all materials, cost of all labour with T & P required for the work complete up to any height and as per direction of Engineer-in-charge.
300
62433
208.11
20 mm thick cement plaster (1:4) in finished smooth over the RCC Ceiling after cleaning the rebars and removal of all loose particles, applying a thick coat of neat cement slury admixed with water proofing cement compound, watering for curing to required time, including cost, conveyance, royalties, cost of all labour with T & P required for the work complete etc. as per direction of Engineer-in-charge.
300
82761
275.87
Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening an stacking the same at departmental stores for reuse and removing the debris within 50mtr lead and as per direction of Engineer-in-charge.
200
72560
362.8
Taking out the door or window shutters and refixing them after necessary repair including screws as may be required.
(a)Doors
100
31260
312.6
(b)Windows
100
19035
190.35
Labour for taking out wooden/steel door frame and refixing the same after necessary repair including making good damages to walls.
50
16404
328.08
Labour for taking out wooden/steel window and refixing the same after necessary repairs including making good damages to. walls.
50
12670
253.41
Supplying and fixing W.L clamps 25cm to 30cm long of 35mm * 5mm size for doors and windows and ventilators including fixing in cement concrete (1:3:6) with 12mm to 20mm hard stone chips or in cement mortar (1:3) including cost of all materials.
200
13172
65.86
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).
30
12450
415.03
Repair of different sizes of existing water supply G.I. pipe lines by arc/gas cutting and welding etc. complete as per the direction of Engineer-in-Charge.
(a)3" dia G.I. pipe line
50
30000
600
(b)2" dia G.I. pipe line
50
20000
400
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.
150
29937
199.58
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-Charge.
150
19957
133.05
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