Irrigation And Public Health Department has published Providing Gwss To Harizan Basti Kandela Adwar In Gp Danda In Tehsil Paonta Sahib District Sirmour Hp Co Underground Storage Tank 40000 And 30000 Ltr Capacity Site Development And Protection Work. Submission Date for this Tender is 27-01-2022. Water Tank Tenders in Sirmaur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-in charge |
| 2 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge. |
| 3 | Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling notexceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction ofEngineer in charge in:- |
| 4 | a) Flat surfaces such as soffits of suspended floor roofs landing and like upto 200mm in thickness. |
| 5 | b) In vertical walls any thickness but not less than 0.10 Metres. |
| 6 | Providing and laying cement concrete work 1:1 1/2:3 (1cement:1 1/2 sand: 3 graded stone agg. 20mm nominal size & curing complete) excluding cost of form workand reinforcement for RCCworkincluding all leads lifts complete and carriage of material etc. as per directions of Engineer in charge. |
| 7 | i) In foundation and Plinth |
| 8 | ii) In walls any thickness but not less than 0.10 Metres. |
| 9 | Providing and laying cement concrete 1:2:4(1cement:2app.sand:4 app. graded stone agg. 20mm nominal size )and curing complete excluding cost of form work & reinforcement for reinforced work in suspended floors, roofs landing shelves and their supports balconies, beams, girders bressumers and cantilivers upto to floor two level in all height and depth, including all leads lifts and carriage of material at site and as per direction of the Engineer-incharge. |
| 10 | ProvidingMild Steel/Tor steel reinforcement including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge. |
| 11 | Providing and fixing C.I.manhole cover of frame 455x610mm dia (Medium) duly the weight of manhole cover should be less than 23 kg.including all leads,lifts and carriage of materials as per direction of the Engineer-in-charge. |
| 12 | Steel work welded in single sections inbuilt up section trusses and framed work including cutting hoisting fixing in position and applying a priming oat of red lead paint in gratings framed guard bars, ladders railing brackets an similar work including all leads,lifts and as per directionof the Engineer-in-charge. |
| 13 | Laying and jointing of GI Pipe 50mm(Light grade) in trenches (earth work in trenches to be measured and paid for separately)complete in all respect and as per direction of the Engineer-in-charge. |
| 14 | Providing and laying cement concrete work 1:5:10(1cement:5 sand: 10 graded stone agg. 40mm nominal size) with 15% plum andcuring complete excluding cost of form work and in retaining walls/ Breast walls, the size of Plums shall usually be 150mm to 300mm as per PWD specificatioin including all leads lifts and carriage of material and as per direction of Engineer in-charge. |
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