Irrigation And Public Health Department has published Revised Estimate For Aug . Of Multi Village Wss Under Chail Sarhan , In G . P Chail , Sarhan Nore And , Rahanoo In Nirmand Block Distt . Kullu ( H . P ) Const Of Sector Storage Tanks 3 Nos 10000 Ltr Cap . And Laying , Jointing And Testi. Submission Date for this Tender is 06-05-2021. Tanks and Cylinders Tenders in Nirmand Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Revised Estimate for Aug. of multi village WSS under Chail Sarhan, in G.P Chail, Sarhan Nore and , Rahanoo in Nirmand Block Distt. Kullu (H.P) (SH: - C/O Sector Storage Tanks= 3 Nos ( 10000 Ltr Cap. ) and Laying, jointing and testing of GI pipes in main Gravity and distribution lines 15mm to 40 mm dia. and Providing & Installation of FHTC 684 Nos, Fencing work around civil Structure and locking arrangement to tanks ( under Jal Jeevan Mission). | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, situated soil including bailing or pumping out of water, blasting soft or hard rock or chiseling or wedding out of soft/hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, labeling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stacking usable and unusable material /soil separately and after lying jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed with in all leads/ lifts including restoration of un-metalled surfaces to its original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. Complete in all respects within all lee\ads and lifts as per direction of the Engineer-in-Charge. | 4105.68 | Cum | |
| 2 | 2 | Providing and laying cement concrete 1:3:6 (1cement:3sand:6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all lead & lift to the entire statisfaction of Engineer-in-charge. | 2.58 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work 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 and the like and mass concrete. | 3.84 | Cum | |
| 5 | 3.02 | Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | 7.92 | Cum | |
| 6 | 3.03 | Providing and laying cement concrete 1:2 :4(1cement:2 sand:4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete workin Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level, complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 1.65 | Cum | |
| 7 | 4 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | |||
| 8 | 4.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | 202.08 | Sqm. | |
| 9 | 4.02 | 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 | 14.4 | Sqm | |
| 10 | 5 | Providing &placing of mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including with bainding wire complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 942 | Kg | |
| 11 | 6 | Providing & 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. | 3 | No | |
| 12 | 7 | Laying Jointing of G.I Pipe (;light grade) tube fitting of following diameter in trenches I/c earth work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. (LR) | |||
| 13 | 7.01 | Inlet & Oulet pipe -32 mm | 54 | Rmt. | |
| 14 | 8 | P/F C.I Ventilating pipe 50mm dia 1 mt height, with C.I cowl fixed at top of pipe ,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 3 | No. | |
| 15 | 9 | Laying, jointing and testing in trenches galvanized mild steel screwed and socketed/flanged pipes of following diameter and class, in trenches i/c carriage of pipes from Divisional Store to site of work,including manfacturing reducers/ tapers, all short pieces and G.I bends, Tee, G.I Unions etc. as per site requirement and made from parent tubes ( to be measured and paid alongwith pipes). The rate also includes , flushing,cleaning hydraulic testing of Pipes, complete to the statisfaction of Engineer-in charge with in all lead & lift (Earth work in trenches will be measured & paid seperaly) (LR) | |||
| 16 | 9.01 | G.I pipe 15 mm dia.( LC) S/S | 3200 | Rmt | |
| 17 | 9.02 | G.I pipe 20 mm dia.( LC) S/S | 6800 | Rmt | |
| 18 | 9.03 | G.I pipe 25mm dia.( LC) S/S | 2050 | Rmt | |
| 19 | 9.04 | G.I pipe 32 mm dia.( LC) S/S | 1200 | Rmt | |
| 20 | 9.05 | G.I pipe 40 mm dia.( LC) S/S | 750 | Rmt | |
| 21 | 10 | 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. for Scour pipe, Out let pipe & inlet pipe 32mm | 6 | Nos | |
| 22 | 11 | Cutting in earth work of all kind and disposal of excavated earth work with in all lead & lift as per the direction of Engineer-in-charge. | 28.8 | Cum | |
| 23 | 12 | Providing and laying cement concrete 1:6:12 (1cement:6sand:12 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all lead & lift to the entire statisfaction of Engineer-in-charge. | 5.52 | Cum | |
| 24 | 13 | Providing and laying cement concrete 1:510(1cement: 5sand: 10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in Retaining /Breast walls the size of plums shall usually be 150mm to 300mm as per the specification complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 59.06 | Cum | |
| 25 | 14 | Providing Boulder filling behind R/wall with in all lead & lift as per the direction of Engineer in charge | 0.9 | Cum | |
| 26 | 15 | Providing & fixing of 1.80 metre high fencing with 2.50 metre angle Iron post 50X50X6 mm , 2.50 metre centre to centre with nine horizontal lines and two diagonals of galvanised steel bar bed wire (IS:278-1962 type-I) weighing 9.38 kg/per 100 metre (minimum) strained and fixed to posts with G.I. staples, straining, i/c cost of providing red oxide paint and cost of barbed wire etc. complete within all leads and lifts as per the direction of Engineer-in-charge. | 42 | Rmt | |
| 27 | 16 | Manufacturing, Supplying,Fabiraction and fixing of MS Fabricated Protection Pannel 750mm X 750mm made with MS angle iron (40X40X4) mm for frame ,MS Angle (30X30X3) mm for cover Ms Flate 25X5 mm for fixing of sliding cover, MS Sheet (12 gauge) 2.5mm thick for protection of manhole cover of storage tank | 13 | Nos |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
