Odisha Construction Corporation Limited Tender
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Costs
EMD
₹ 1,70,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
River Training Work And River Bed Protection At Odastala High Level Bridge Site Of Ret Irrigation Project.
Description
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Contact
Tender Id
2021_OCCL_66290_1Bid Award Id
ViewTender No
e-procurement Notice No-30/OCCL/2020-21 (on-line)Tender Authority
Odisha Construction Corporation Limited ViewPurchaser Address
-Website
http://https://odishaconstruction.com/
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Documents
BOQ Items
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Cement concrete M15 with 40 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of all materials & machineries to the work site with all leads, lifts and delifts upto any height using cranes or any other hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete, labour cess etc. complete including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck after rainy season etc. with all incidental charges as directed by the Engineer-in-charge.
19.5
-
4172.7
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Cement concrete M20 with 40 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of all materials & machineries to the work site with all leads, lifts and delifts upto any height using cranes or any other hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete, labour cess etc. complete including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck after rainy season etc. with all incidental charges as directed by the Engineer-in-charge.
229.68
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4618
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Cement concrete M30 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials , mixed in concrete mixer including cost, conveyance, royalty and taxes of all materials & machineries to the work site with all leads, lifts and delifts upto any height using cranes or any other hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete, labour cess etc. complete including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck after rainy season etc. with all incidental charges as directed by the Engineer-in-charge.
288.53
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5156
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Providing form work for concrete with F-1 finish for up-stream face of Dam, spillway, glacis of barrages, unexposed surface of foundation, block joints etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T & P, labour cess etc. complete as directed by the Engineer in charge.
809.9
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707
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Supply of steel and straigtening, cutting, bending, binding, and tying the grill and placing in position for febrication fixing of reinforcement including laping when ever necessary with cost of binding wire with all leads and lifts from bending yards to placement spot including, cost, conveyance, and taxes of HYSD tor bar of SAIL brand, with all accesories materials and machinery, incidental charges, labour cess etc complete as per drawing and technical specification and as directed by the Engineer in charge.
122.58
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7388.6
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Rough Stone dry packing in approns and revetments with Hard granite stone of 30 cm and above sizes including loading, unloading, cost, conveyance, royality, labour cess and all other taxes with all leads, lifts, rock of regular approve size and filling into the interstices with wedge stone as per approved design, drawing, specification in design slope in approns and revetment as directed by the Engineer in charge including cost of quality control test , hire charges of all machineries, cost of all materials, T&P, Labour and supervision charges etc complete.
518.22
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1571.7
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Rough Stone dry packing in approns and revetments with Hard granite stone of 30 cm and above sizes including loading, unloading, cost, conveyance, royality, labour cess and all other taxes with all leads, lifts, rock of regular approve size and filling into the interstices with wedge stone as per approved design, drawing, specification in design slope in approns and revetment as directed by the Engineer in charge including cost of quality control test , hire charges of all machineries, cost of all materials, T&P, Labour and supervision charges etc complete. (Below Ground Level)
2348
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1700.5
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Grouting approns and revetments 23cm deep with cement concrete (1:4:8) with 2.50cm crusher broken hard granite metal including cost of all materials, labour, conveyance, royalty, labour cess and all other taxes with all leads and lifts including all incidental charges etc. complete as per direction of Engineer-in-Charge.
863.7
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235
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Earthwork in suitable type of soil in borrow area, loading into transport vehicle manually or mechanically and transportation of earth by mechanical means, unloading the same over the approved surface of embankment in proper profiles with all leads, lifts & delifts including rough dressing and breaking the clods to maximum 5cm to 7cm size including removal of roots, bushes, other deleterious materials from transported earth with all cost, carriage, royalty, labour cess and laying in layers not exceeding 22.5cm in depth including compaction by Sheep foot roller / Vibratory roller in OMC condition with hire & running charges of all machineries with all labour, T & P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge.
3220
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111.1
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Labour for spreading metal for Patch or Pot hole repairs and consolidation with P.R.R or rammers, Crusher screening, gravelling and sand binding, etc. complete including cost and conveyance of metal, crusher screening moorum, sand and all other materials including labour cess, royalty taxes etc complete as per direction of Engineer-in-Charge.
13.88
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2727.4
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Cleaning the existing granular base surface including removal of binding materials and other foreign material with brushes and small picks, sweeping with brooms and finally dusting with old gunny bags to receive bituminous including labour cess etc. complete as per direction of Engineer-in-Charge.
185
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15.2
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Labour for laying 20mm thick pre mix carpet using 0.27 cum of 13.2mm to 5.6 mm size chips and 14.60 Kg penetration grade of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR including Hire and running charge of PRR, hot mix plant, bitumen boiler and all other T & P articles, cost and conveyance of bitumen, chips and all other materials including royalty, labour cess etc complete as per specification and as directed by the Engineer in charge.
185
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152
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Labour for laying 6mm thick precoated seal coat type-B using 0.06 cum of 6.7 mm size chips as per sieve analysis and 6.80 Kg of bitumen per 10 sqm and consolidation with PRR including Hire and running charge of PRR, hot mix plant, bitumen boiler and all other T & P articles, cost and conveyance of bitumen, chips and all other materials including royalty, labour cess etc complete as directed by the Engineer in charge.
185
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62.9
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Labour for binding road surface with sand 6mm thick including cost, conveyance and royalty of sand, labour cess etc. complete as per direction of Engineer-in-Charge.
185
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2.7
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Supplying, Errecting,Framing,Positioning of mechanically woven double twisted hexagonal shape Zinc coated matting for gablone using 2.7mm dia mesh wire and 10cmx12cm pore size with galvansing upto 275 gsm to be filled with boulders stone weighting approxmately 30kg each duly hand packed using smaller stones to form gabions of size 3.00mx2.50mx1.00m stitching with 10Swg lacing wire with cost of all materials, labour cess etc. complete as directed by the Engineering-in-Charge. Inclusive of all labour,leads, lifts, loading, unloading all taxes. Tools and plants but excluding cost of stone and labour for packing.
2348
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928.9
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