Haryana Power Generation Corporation Limited-HPGCL has published Nit No . 02/Xen/Env Ash Utlz/Rgtpp/2020-2021 Annual Maintenance Contract For Ash Dyke Pond I- Ii And Raw Water Reservoir Pond I-Ii At Rgtpp , Hpgcl , Khedar , Hisar .. Submission Date for this Tender is 26-02-2020. Reservoir Tenders in RGTPP HISAR Haryana. Bidders can get complete Tender details and download the document.
| Name of Work : AMC FOR ASH DYKE POND I& II AND RAW WATER RESERVOIR POND I&II AT RGTPP, HPGCL, KHEDAR, HISAR. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Frequency / Quantity | Unit | |
| 1 | 1 | DESCRIPTION OF WORK UNDER PART-A | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | To supply 04 nos. unskilled labour at Ash Dyke for routine maintenance jobs. | BI01010001010000000000000515BI0100001113 | 12 | Month |
| 3 | 2 | DESCRIPTION OF WORK UNDER PART-B | BI01010001010000000000000515BI0100001124 | ||
| 4 | 2.01 | Earth work of silt/Ash clearance of channels, drains etc. (a) Kassi work undressed involving an average horizontal throw upto 2 meters and average vertical lift upto 0.5 metre (HSR-6.1(a)) | BI01010001010000000000000515BI0100001125 | 290 | Cum |
| 5 | 2.02 | Clearing jungle including uprooting of rank vegetation grass etc. (HSR-6.26) | BI01010001010000000000000515BI0100001126 | 30000 | Sqm |
| 6 | 2.03 | Dismantling of Cement Concrete plain 1:3:6 mix (HSR-8.6(c)) | BI01010001010000000000000515BI0100001127 | 10 | Cum |
| 7 | 2.04 | Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footing, strips, foundations, beams, rafts, pedestals, and approach slab of bridges etc. excluding steel reinforcement and including centering and shuttering laid in position, complete in all respects.( for work upto 1.5 metres below ground level)(HSR-10.9) | BI01010001010000000000000515BI0100001128 | 25 | Cum |
| 8 | 2.05 | FE 500 EQR TMT Steel bars for bars RCC works where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR-18.22) | BI01010001010000000000000515BI0100001129 | 4 | Quintal |
| 9 | 2.06 | Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in foundation and plinth.(HSR-10.42) | BI01010001010000000000000515BI0100001130 | 69.8 | Cum |
| 10 | 2.07 | Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in position:- For roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR-18.7) | BI01010001010000000000000515BI0100001131 | 1.5 | Quintal |
| 11 | 2.08 | Cleaning of silt from wells, with bed level upto 15 metres, below ground level including bailing out water and dredging(HSR-22.12) | BI01010001010000000000000515BI0100001132 | 150 | Cum |
| 12 | 2.09 | Flat brick paving laid dry over 25 mm thick mud mortar grouted with sand (HSR-14.19) | BI01010001010000000000000515BI0100001133 | 800 | Sqm |
| 13 | 2.1 | 12 mm thick cement plaster 1:3 (HSR-15.4) | BI01010001010000000000000515BI0100001134 | 200 | Sqm |
| 14 | 2.11 | Earth work in filling in all kinds of work including watering, rolling, compaction etc. The earth will be taken from HPGCL land near Ash Pond-II Upto lead of 2 km (NS) | BI01010001010000000000000515BI0100001135 | 200 | Cum |
| 15 | 2.12 | Scraping of deposited melba; uprooting of grass on road surface by kassi, sweeping of road, berms i/c disposal of collected melba outside of ash dyke.(NS) | BI01010001010000000000000515BI0100001136 | 57600 | Sqm |
| 16 | 2.13 | Hiring of JCB (with fuel) and operator.(NS) | BI01010001010000000000000515BI0100001137 | 200 | Hours. |
| 17 | 2.14 | Providing 1.2 Meter high chain link plastic coated fencing and erecting at site.(NS) | BI01010001010000000000000515BI0100001138 | 50 | Sqm |
| 18 | 2.15 | Cleaning of chocking RCC home pipe from decanting well to stilling pond.(NS) | BI01010001010000000000000515BI0100001139 | 2 | No. |
| 19 | 2.16 | Providing and laying 100 mm thick completed stone metal 53 to 22.4 mm soling work.(NS) | BI01010001010000000000000515BI0100001140 | 100 | Cum |
| 20 | 2.17 | Laying of first class ash brick laid in cement sand mortar 1:6 in foundation and plinth including loading, unloading, stacking, carriage within a lead of 4Km. | BI01010001010000000000000515BI0100001141 | 20 | m3 |
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