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| 1 | [1.PM084] Hydraulic Excavator of 1 cum bucket |
| 2 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 3 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia |
| 4 | [3.1.6]By Mechanical Transport including loading,unloading and stacking 6. Stone aggregate 40 mm nominal size and above [5km] |
| 5 | [4.1]Clearing jungle including uprooting of rankvegetation, grass, brush wood, trees and saplings of girthup to 30 cm measured at a height of 1 m above groundlevel and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared. [Through Rate] |
| 6 | [4.8.1]Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m : 1. All kinds of soil [Through Rate] |
| 7 | [6.1.5]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: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 8 | [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) [Through Rate] |
| 9 | Providing poly bags and filling with earth and thenplacing in position as per direction of Engineer-incharge. (N.S. Item). |
| 10 | Unit-6 to 8 = 2 Point.ARC for manual channelization of ash dyke unit 6 to 8 at PTPS by Making of flow of ash slurry towards outlet side by doing Channelization manually etc. in front of unit 6 in the ash dyke at PTPS, Panipat.operation means operating a given point minimum once a day during 24 hours.Note:- All taxes/levies applicable at the time ofexecution of work shall be paid by the contractor. So rate to be quoted accordingly.Qty = 2x365 = 730 operations |
| 11 | Mtc. of ash dyke with earth filling for filling of gharras/ side slopes, cut over etc. (N.S. Item) |
| 12 | Repairing of bund to correct slope in line and levelsusing approved quality of ash obtained from ash pond. (N.S. Item) |
| 13 | Providing soil and placing cover over ash bund. (N.S. Item) |
| 14 | Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORTandH specifications. Note:- Material to be provided by HPGCL firm has to quote only labour and machinery charges. |
| 15 | Desiltation of garland drain in running/standing water condition i/c removal of weeds growth, silt-sludge etc. at the ash dyke PTPS, Panipat. Two operations duringthe year. (N.S. Item). |
