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| 1 | Supplying and stacking at site.90 mm to 45 mm size stone aggregate |
| 2 | Supplying and stacking at site.63 mm to 45 mm size stone aggregate |
| 3 | Supplying and stacking at site Moorum |
| 4 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 5 | Excavation, loading, unloading, leveling and compaction etc.of ash taken from main ash dyke of anpara thermal power station to low lying areas of vill. Pipri, Duddhi-Sonebhadra as per direction of Engineer-in-charge. (Below 5.75 % as per previous LOI) |
| 6 | Transportation of ash taken from main ash dyke of anpara thermal power station to low lying areas of vill. Pipri, Duddhi-Sonebhadra for lead beyond 0 Km up to 1 Km for all lifts, to be completed as per direction of Engineer in Charge.(8.41/km/cum, for 1 kms 8.41*1=8.41) (Below 5.75 % as per previous LOI) |
| 7 | Excavation and Filling of local available earth 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) and its transportation upto a distance of 1.00 KM and lift 1.5m at main Ash Dyke Area of ATPS to ash pipe line service road including loading, unloading, dozering and compaction etc. as directed by Engineer-incharge and environmental norms.. |
| 8 | 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 9 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 10 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing |
| 11 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers andcantilevers |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia RCC pipes. Please Enable Macros to View BoQ information |
