Irrigation Department has published Tender For Construction Of Flood Water Escape With The Provision Of Providing Sluice Valve 450Mm Dia Di Pipe, Sump And Apron For Dewatering Of Fields Of Village Surehti, Sulodha, Hassanpur, Silani, Kot, Munimpur, Devarkhana And Mundakhera On Outfall Drain. Submission Date for this Tender is 08-02-2024. Ductile Iron Pipe Tenders in babra Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | [11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) |
| 2 | [14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means |
| 3 | [14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means |
| 4 | [20.10.9]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 9. 450 mm i/d |
| 5 | [20.4.9]Jointing cast iron socketed pipes, valves and specials with run lead caulked joints excluding cost of lead and yarn but including cost of labour, fuel and tools etc. Tested complete. 9. 450 mm i/d pipe |
| 6 | [20.5.10]Making flanged joints for cast iron pipes, valves or specials 10. 450 mm internal diameter of pipe, values or specials |
| 7 | [20.63.8]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 8. 450 mm i/d |
| 8 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil |
| 9 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 10 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
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