Indian Oil Corporation Limited-IOCL has published Tender For Construction And Commissioning Of Rain Water Harvesting System On Buildings And Sheds At Lpg Bottling Plant Dimapur Nagaland. Submission Date for this Tender is 29-08-2023. Gas Bottling Plant Tenders in dimapur Nagaland. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Semi-circular Plain G.S. Sheet Gutter: Providing & fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter ,0.80mm thick with zinc coating not less than 275gm/m² with iron brackets 40x3mm size,bolts,nuts & washers etc.including making necessary connections with rain water pipes complete. |
| 2 | MS Scaffolding system: Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
| 3 | PVC Downpipe (75 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 4 | PVC Downpipe (160 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 5 | PVC Downpipe (110 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 6 | 75 mm Coupler: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 7 | 110 mm Coupler: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 8 | 87.5° Bend of 75 mm: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 9 | 87.5° Bend of 110 mm: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 10 | Single tee with door of 75 x 75 x 75 mm: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 11 | Single tee with door of 110x 110 x 110 mm: Providing & fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. |
| 12 | Pipe clips for 75 mm dia. Pipe: Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 13 | Pipe clips for 110 mm dia. Pipe: Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 14 | Demolising work:Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 15 | Demolition of Reinforcement Bars: Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 16 | Hard Rock(Blasting Prohibited) chiesel/pneumatic drilling: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. |
| 17 | PCC for laying drainage pipe: Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 18 | C&S for RCC in foundations,footings,bases of column: Centeringand shuttering includingstrutting,propping etc. and removal of form work for RCC |
| 19 | PVC Drainage Pipe (110 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 20 | PVC Drainage Pipe (160 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 21 | PVC Drainage Pipe (75 mm ): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, Single socketed pipes. |
| 22 | M-15 grade plain cement concrete. (cement content considered @ 240 kg. /cum): Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 23 | i) Foundations,footings,bases of column: Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 24 | Refilling of Excavated Material: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 25 | RCC M 30 Slab: Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 26 | TMT bars Fe - 500: Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 27 | Disposal of Excavated Material: Extra for levelling & neatly dressing of disposed soil completely as directed by engineer in charge |
| 28 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 29 | RCC M30: Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work using cement content as per approved design mix manufactured in fully automatic batching plant & transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing & reinforcement including cost of admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength & durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable. |
| 30 | Extra for providing richer mixes at all floor levels. Note:- Less cement over the specified cement content used is recoverable separately. No extra payment against extra cement if used shall be payable |
| 31 | Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786: Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 32 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 33 | Lift 0.0 To 1.5 m Hard Rock(Blasting Prohibited) chiesel/pneumatic drilling: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. |
| 34 | Lift 1.5 To 3.0 m Hard Rock(Blasting Prohibited) chiesel/pneumatic drilling: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. |
| 35 | Brick Work for recharge pit: Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 36 | Demolition of RCC Work: Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge |
| 37 | Boulders - 5 cm to 20 cm: Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 38 | Gravels - 5 mm to 10 mm: Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 39 | Gravels - 1.5 mm to 2 mm: Supplying, filling, spreading & levelling gravels of size range 1.5 mm to 2 mm, in the recharge pit, over gravel layer for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 40 | Precast RCC cover: Providing and fixing precast RCC cover on recharge pit |
| 41 | Refilling of Excavated Material: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 42 | Disposal of Excavated Material: Extra for levelling & neatly dressing of disposed soil completely as directed by engineer in charge |
| 43 | ‘Rainy’ FL-Series Dual Intensity Filters Rainy Filter FL-300 |
| 44 | ‘Rainy’ FL-Series Dual Intensity Filters Rainy Filter FL-150 |
| 45 | ‘Rainy’ FL-Series Dual Intensity Filters Rainy Filter FL-80 |
| 46 | GST @ 18% |
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