Municipal Corporation Shimla has published Providing Supplying Laying Lowering Water Supply Lines Of Various Sizes At Different Locations In Shimla City . Sh Providing And Laying Galvanized Mild Steel Pipe 150 Mm Dia Pipe Line From Sec-Iv Tank To Sec . -Iii Tank In New Shimla Zone Teh . And Dis. Submission Date for this Tender is 23-12-2019. Water Pipe Line Tenders in Shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: -Providing supplying laying lowering water supply lines of various sizes at different locations in Shimla city. (SH:- Providing and laying Galvanised mild steel pipe 150 mm dia pipe line from Sec-IV tank to Sec.-III tank in New Shimla Zone) Teh. and Distt. Shimla. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect. | 121.5 | Per Cum. | |
| 2 | 2 | Providing and laying in trenches galvanised mild steel tubes (Medium grade), tube fitting complete (earth work in trenches to be measured and paid seperetly). Including all leads and lifts complete in all respects as per the direction of Engineer-in-charge. (150 mm dia) | 510 | Per Rmt. | |
| 3 | 3 | Providing laying jointing, fixing and hydraulic testing of MS flanges at suitable reaches conforming to following table 5 and 150 mm diameter as per IS:6392-1971 (Latest with upto date amendments) capable of with standing test pressure of 1.6 N/mm² welding of MS flanges with GI pipe / MSERW pipes in two layers on both faces to make the joints leak proof (The cost of providing and laying of GI pipes/MSERW pipes to be measured and paid for separately). The welding of flanges should conform to IS:816-1969 with electrode as per IS:814-1991 and required number of nuts & bolts conforming to IS:1364. The thickness of gasket not less than 3.00 mm conforming to IS: 2712-1998. including all leads and lifts complete in all respect as per direction by Engineer-in-Charge. | 30 | Each Pair | |
| 4 | 4 | Providing and jointing butt welded joints with pipe 150 mm diameter by considering three layers pipes as per IS:816-1969 welding of joints with electrodes as per relevant codes. The welding of joints to be done on both faces in two layers to make the joints leak proof and to entire satisfaction of the Engineer-in-Charge. | 5933.44 | Per CM | |
| 5 | 5 | Providing and fixing M.S. tee (150mm X 150mm X 150mm dia) as per relevant code including all leads and lifts complete in all respect as per direction by Engineer-in-Charge. | 4 | Each | |
| 6 | 6 | Providing and fixing M.S. bends 150 mm diameter as per relevant code including all leads and lifts complete in all respect as per direction by Engineer-in-Charge. | 20 | Each | |
| 7 | 7 | Providing and fixing of ISI marked sluice valves conforming to IS 14846 latest with upto date amendments of Kirloskar/Gled/Leader/Kartar/KSB/VAG make for nominal pressure PN 1.6. The valve should be of rising stem type, supplied without hand wheels but with caps. The materials for different Table 1 of 15 14646. The valves shall be installed at existing water lines by cutting existing lines welding suitable size making flanges and spool/ tail pieces etc. as per site conditions in all respects as per site conditions in all respects as per directions by Engineer-in-Charge. (150 mm dia) | 3 | Each | |
| 8 | 8 | Construction chamber for Sluice valve with C.I.Surface box 100mm top diameter,160mm bottom diameter and 180mm deep(inside) with chained lid and RCC top slab 1:2:4 Mix (1Cement : 2 sand : 4 graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 (1Cement:5:10 graded stone aggregate 40mm nomial size)and inside plastering with cement motar 1:3 (1Cement :3 Sand) finished with a floating coat of neat cement including curing . 600 mm X 600 mm X 750 mm inside size (with 150 mm thick walls of RCC 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways) including all leads and lifts complete in all respect as per direction by Engineer-in-Charge. | 3 | Each | |
| 9 | 9 | Stone soling properly hand packed filling interstics with spills and consolidating to the required gradient with all leads and lifts complete in all respect as per direction of Engineer in charge. | 36 | Per Cum. | |
| 10 | 10 | Providing and laying cement concrete 1:2:4 ( 1 cement: 2 sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. including all leads and lifts complete in all respects and as per direction of Engineer in Charge. | 44.16 | Per Cum. |
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