Yamuna Expressway Industrial Development Authority has published Tender For Supply, Installation, Testing & Commission Of Booster Pump At Hydro Abstraction Well And Laying Of Rising Main From Hydro Abstraction Well To Junction Point, Yeida. Submission Date for this Tender is 07-02-2024. Pump Supply Tenders in Gautam Buddha Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Jan-2024 | Corrigendum | Date | 29-01-2024 |
| 2 | 30-Jan-2024 | Date | Date | 07-02-2024 |
| Sl. No. | Item Description |
| 1 | KSb make BST 435/03 +NB 1253 -100-125HP with required accessories and including testing and commissioning and trial run etc. Based on Quotation rate. SOR |
| 2 | Supply and burying of 600mm & 600mm x 6mm GI. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia GI. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI. wire in 15mm dia GI pipe up to switch board (from appron to switch board the cost of Gl pipe and GI wire will be extra) 30cm square CI frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 15mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply tor earthing of poles also).(UPPWD/SOR-2018/Electrical/702 |
| 3 | Supply and fixing of horizontal air termination (roof conductor) of 25mm x 3mm Gl strip. On GI clamps on surface complete in all respects as approved by Engineer-in-charge(UPPWD/SOR-2018 /Electrical/ 710 |
| 4 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches.(UPPWD/SOR-2020/251(b) Depth from 0.0 to 1.5 M below G.L. |
| 5 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 300 mm dia Ductile Iron Class K-9 pipes (DAR/18.72.19/Based on UPPWD/SOR-2020) |
| 6 | Providing and laying flanged CI standards specials such as (Tees, bends, collars, tapers, caps, etc) suitable for flangd jointing as per IS 1538. Supply of DI, CI, MS specials such as (Bends, gaps pieces, tapers, tees, etc.) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1.5:3 (1 Cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).DAR-18/4.1.2 Based on UPPWD/SOR-2020 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) |
| 9 | Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):300 mm diameter: Class-II (DAR/18.68.1/Based on UPPWD/SOR-2020) |
| 10 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class designation 150 (DAR/18.33.1/Based on UPPWD/SOR-2020) |
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