Oil And Natural Gas Corporation Limited Tender
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Costs
EMD
₹ 1,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ONGC_216681_2Tender No
AC32C24002Tender Authority
Oil And Natural Gas Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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Providing ISI Marked Thermo-Mechanically Treated Bars of Grade Fe-500D or more reinforcement for R.C.C. work including bending, binding & placing in position complete upto floor two level.
200
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Supply and fixing reinforced concrete heavy duty non pressure pipe with collar for culvert for heavy traffic as per IS 458-1991 specification including setting and jointing in cement mortar :2 watering and laying (to level or slopes) of class NP-3 of following internal diameter (v) 900 mm dia.
10
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Supply and fixing reinforced concrete heavy duty non pressure pipe with collar for culvert for heavy traffic as per IS 458-1991specification including setting and jointing in cement mortar :2 watering and laying (to level or slopes) of class NP-3 of following internal diameter (v) 450 mm dia
10
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Brick Work using common burnt clay building bricks having crushing strength not less than 35 kg.per sqcm in cement mortar 1:6 (1cement : 6 coarse sand) including curing in Foundation & Plinth with Conventional Bricks.
5.52
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Providing 10 mm thick Cement Plaster in single coat on brick wall for plastering upto floor two level, finishing even & smooth in cement mortar 1: 6 ( 1 cement :6 coarse sand).
25.2
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White washing with lime on wall surface ( two coats ) to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar drops and foreign materials.
25.2
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Supplying, Collecting, Carting, Loading, Unloading and Stacking in measurable stacks Wet Mix Macadam (WMM) (size range 53 mm to 0.075 mm)specification including premixing the material with water at OMC in for all leads & lifts ,laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density,complete as per specifications and directions of Engineer in charge.(Charges of spreading and rolling shall be paid for separatly)
1287
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Hire charges of providing Hydraulic Excavator of 1 Cum Bucket for taking up any job specified by EIC in Gandhar area including transportation of Hydraulic Excavator to work site, operative charges, diesel, lubricants, watch and ward etc. complete as directed by EIC.
96
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Providing and laying levelling course (bitumenous macadum) in a layers of 50mm thick @ 0.70 cum/10sqmt (loose) Hot mix, hot laid with paver finished using bitumen binder of bitumen pentration VG-30 (60/70) grade @ 3.00 % by weight of the mix with Stone aggregate as per gradation,conducting operation of hot mix plant of minimum capacity 60 TPH, machineries, cost of materials including labour charges for laying premixed bituminous macadam/carpet/seal coat materials etc. by hot mix laid process of heating the asphalt, stone aggregates in continuous hot mix batching process plant,transporting the hot mix materials from hot mix plant to site by hydraulic tippers and spreading the same by paver finisher and consolidation with tandem road roller in stages and including cleaning the existing road surface by wire/steel brush,removing caked mud etc. sweeping with brooms and finally cleaning with gunny bags to remove all loose dust and dirt etc. complete as directed by EIC.
509.36
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Providing and laying premix- semidence carpet surfacing in a layers of 50 mm thick @ 0.36 cum /10sqm Hot mix(loose), hot laid with paver finished using bitumen binder of bitumen pentration VG-30 (60/70) grade @ 3.50 % by weight of the mix with Stone aggregate as per gradation,conducting operation of hot mix plant of minimum capacity 60 TPH, machineries, cost of materials including labour charges for laying premixed bituminous macadam/carpet/seal coat materials etc. by hot mix laid process of heating the asphalt, stone aggregates in continuous hot mix batching process plant,transporting the hot mix materials from hot mix plant to site by hydraulic tippers and spreading the same by paver finisher and consolidation with tandem road roller in stages and including cleaning the existing road surface by wire/steel brush,removing caked mud etc. sweeping with brooms and finally cleaning with gunny bags to remove all loose dust and dirt etc. complete as directed by EIC.
498.96
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Providing and laying Pre-mix Seal Coat in a layers of 12 mm thick @ 0.18 cum/10sqmt Hot mix(loose), hot laid with paver finished using bitumen binder of bitumen pentration VG-30 (60/70) grade @ 5.00 % by weight of the mix with stone grit/dust as per gradation, conducting operation of hot mix plant of minimum capacity 60 TPH, machineries, cost of materials including labour charges for laying premixed bituminous macadam/carpet/seal coat materials etc. by hot mix laid process of heating the asphalt, stone aggregates in continuous hot mix batching process plant,transporting the hot mix materials from hot mix plant to site by hydraulic tippers and spreading the same by paver finisher and consolidation with tandem road roller in stages and including cleaning the existing road surface by wire/steel brush,removing caked mud etc. sweeping with brooms and finally cleaning with gunny bags to remove all loose dust and dirt etc. complete as directed by EIC.
116.94
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Supplying, collecting, carting, loading, unloading and stacking at site of work Quarry spoils as directed by EIC.
792
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Spreading of Quarry Spoil / Stone Dust / GSB Gd.-I CBR Value-30 / GSB Gd.-II CBR Value-25 / WMM on road crust and filling the gaps of rubble and metal to required gradient and camber as directed by EIC.
2079
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Providing and laying asphalt painting on BT surface with bitumen VG-30 at rate of 10 KG/10 Sqm and spreading stone dust on painting surface at the rate of 0.03 cum/10 Sqm with rolling with PTR roller
4331.25
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Spreading of Quarry Spoil / Stone Dust / GSB Gd.-I CBR Value-30 / GSB Gd.-II CBR Value-25 / WMM on road crust and filling the gaps of rubble and metal to required gradient and camber as directed by EIC.
80
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