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| 1 | Item No 1:- Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m. |
| 2 | Item No 2:-Dismantling the Stone Masonry in cement mortar including stacking the material with 15 m. lead and all lifts etc .complete as directed. |
| 3 | Item No 3:- Removing the old stone Pitching including stacking the Material as Directed …etc |
| 4 | Item No 4:- Excavation in all kind of soil & Soft Murum including boulders up to 0.6m diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ embankment as directed including cost of all materials, machinary, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15m & 6m lift etc complete. |
| 5 | ltem.No.5:- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal,seating of embankment, filter drain catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. |
| 6 | Item No. 6:- Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. |
| 7 | Item No. 7:- Excavation in Hard Rock of all toughness dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc. complete with lead up to 15 m and 6m lift. |
| 8 | Item No. 8:- Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls/ as per specifications. 400 micron |
| 9 | Item No 9:- Providing cut off trench filling using selected impervious soil from approved borrow areas including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. |
| 10 | ltem.No. 10:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to 1 km and all lifts as directed. |
| 11 | ltem.No. 11:- Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinary,labour, all other operations such as collection of material, spreading materials in layer of specified thickness , sorting out breaking clods,levelling, sectioning edges/ sides, watering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to 1 km for watering and 6m lift. |
| 12 | Item No.12:- Providing casing embankment using selected pervios material from approved borrow areas (Govt. aquired land) in layer including cost of all materials ,machinary ,labour ,all other opration such as collection of soil in layer of specified thikness ,sorting out,breaking clods,levelling sectioning edges/ sides watering compacting each layer to density control of not less than 95%or as stipulated using vibratory ompactor ect.complete with 1km and 6m lift. |
| 13 | Item No. 13:- Providing and constructing 230mm thik dry rubble stone pitching using stone and stone chips from localy avilable , excavated material including labour hand packing /weding stone chips ,finishing ectcomplete with lead up to 50m and all lifts excluding royalty of material |
| 14 | Item No. 14:- Providing and constructing 230mm thik dry rubble stone pitching using stone and stone chips from approved source from borrow area including cost of all materials, labour, hand packing/ wedging stone chips, finishing etc. complete eith lead upto 50m and all lifts excluding royalty of material. |
| 15 | Item No 15:- Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc complete. Consider 100 m drilling for analysis |
| 16 | Item No 16:- Providing, fabricating and placing in position reinforcement steel for RCC works including cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed. |
| 17 | ltem No 17:- Providing and laying in situ cement comcrete of grade M-15 of trap/ granie/ gneiss/quartzite graded metal for for PCC with or without surface reinforcement /RCC concreting requiring heavy or special type of shuttering for works of gallery,sluice, spillway creast, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50m. & lift of 1.5m. A) M-15 (20MSA) (Cement 5.64 bags/Cum). |
| 18 | Item No.18:- Providing and fixing Road junction / Information sign board of size 1.20 m x 0.75 m.prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm with cross bracing of size 25x25x3mm including painting with one coat of zinc cromate storing primer and two coats each of green/ white back ground and back side gray store enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete M15 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge |
| 19 | Item No 19 SAND |
| 20 | Item No 20 COARSE AGGREGATE |
| 21 | Item No 21 CEMET |
| 22 | Item No 22 STEEL BAR TESTING |
| 23 | Item No 23 CONCRETE |
| 24 | Item No 24 SOIL |
| 25 | Item No 25 MURUM |
| 26 | Item No 26 RUBBLE Please Enable Macros to View BoQ information |
