Irrigation And Public Health Department has published Pwss To Pc Habitation Of Gp . Kharga And Tunnan In Nirmand Block , Distt . Kullu H . P Sh . Const . Of Rcc Intake Chamber 1 Nos . Const . Of Storage Tank 10000 Ltrs Capacity And Laying , Jointing And Testing In Trenches Gi Pipe 25 Mm Dia Point . Submission Date for this Tender is 05-11-2020. GI Pipe Tenders in Kharga Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: PWSS to PC habitation of GP. Kharga and Tunnan in Nirmand Block, Distt. Kullu(H.P) (SH: C/O RCC Intake Chamber = 1 Nos. C/O Storage tank 10000 ltrs capacity & Laying, jointing & testing in trenches GI pipe 25 mm dia Point D to E from RD 0 to 8500 = 8500 rmts.). ). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. | 2291.48 | Cum | |
| 2 | 2 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 1.425 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 4 | 3.01 | Foundation,footing basis of columns & the likeand mass concrete. | 1.946 | Cum | |
| 5 | 3.02 | Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | 2.826 | Cum | |
| 6 | 3.03 | Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers upto floor two levels | 1.59 | Cum | |
| 7 | 4 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc. and plain conc.work in :- | |||
| 8 | 4.01 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts | 8.05 | Sqm | |
| 9 | 4.02 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 40.12 | Sqm | |
| 10 | 5 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. | 558.31 | Kg | |
| 11 | 6 | Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 2 | No | |
| 12 | 7 | Laying & Jointing of GMS tube for Scour pipe of following dia complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. 40 mm dia. | 18 | Rmt | |
| 13 | 8 | Fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia.> 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 14 | 8.01 | Inlet & Oulet pipe - 40mm | 2 | No | |
| 15 | 9 | Providing & Fixing CI Ventilating pipe 100mm dia1 mtr high with CI cawl fixed a top complete in all respct as per the entire satisfaction of Engineer-in-charge within all leads and lifts. | 1 | No | |
| 16 | 10 | Laying, jointing and testing in trenches galvanized mild steel screwed & socketed /flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: (LR). | |||
| 17 | 10.01 | 25 mm dia | 8500 | Rmt |
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