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| 1 | Clearing grass & removal of debrises and rubbish up to a distance of 50mtr. out side the periphery of the area and depositing the debrises away from the working area including all T&P etc. Complete as per direction of Engineer-in-Charge. (Premeasurement will be taken prior to execution) |
| 2 | Earth work in all kinds of soil from approved borrow areas except sand, sandy and slushy soil and transportation of excavated earth by mechanical /manual means with all leads, lifts and delifts including breacking clods maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth over the properly prepared surface including uprooting stumps with cost of hire and running charges of transport vehicle, T&P, royality and all other incidential charges etc. Complete as per direction of Engineer-in-Charge. (The earth should be arranged by the bidder at his own cost and royality will be deducted as applicable). Measurement will be taken on finished level section.) |
| 3 | Collecting, supplying and stacking good quality Moorum & sand in regular box heaps of size 1.50mx 1.50m x 0.50m to be measured as one cum and admixing moorum and sand in 60:40 proportion and laying in sub base in layers to the required thickness not exceeding 22.50 Cum in depth (15cm compacted thickness) with all leads, lifts and delifts including cost, conveyance, royality and taxes of all materials etc. with all labour and hire charges of T&P materials required for the work, watering and compacting to the required density in OMC condition with PRR including hire and running charges of machineries etc. Complete asper direction of Engineer-in-Charge. |
| 4 | Collecting, supplying & stacking good quality IRC grade-I HG metal 90mm to 45 mm (as per MOST specification) of approved quality for metalling to an uniform thickness 100mm thick compacted and thickness packing the voids with small stones and hand packing the same to proper camber including conveying spreading of filler materials (moorum) and filling the interstices by spreading the same with proper camber over the surface watering consolidation with PRR including cost, carriage, royalty and all other taxes of materials to the site of work including hire and running charges of PRR with POL etc. Complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted surface only). |
| 5 | Earth work in excavation of foundation in all kinds of soil by manual means/mechanical means with all leads, lifts & delifts including leveling and dressing the foundation bed upto design bed level and depositing the excavated earth away from the working area including breaking clods maximum 5cm to 7cm in size and laying in layers not exceeding 0.30mtr. in depth including bailing out water and dewatering if required etc. Complete as per direction of Engineer-In-Charge. |
| 6 | Filling foundation and plinth with sand including watering & ramming with all labour and T&Ps with all leads, lifts and delifts including cost carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge |
| 7 | Cement concrete (1:3:6) using 4cm size hard granite crusher broken metal free from weathered skin surface of uniform colour and texture from approved quarry and approved quality conferming to specification, mixing by concrete mixture including hoisting and laying concrete in position with all leads, lifts, and delifts including cost conveyance, royalty and taxes of materials including dewatering by suitable means, supplying T&P quaring for specified period with hire and running charges of machineries required for the work, construction and maintenance of coffer dam and approach road if required till completion of work etc. Complete as per direction of Engineer-in-Charge. |
| 8 | Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. Complete as per direction of the Engineer-in-Charge. (FOUNDATION) |
| 9 | Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. Complete as per direction of the Engineer-in-Charge. (WALL) |
| 10 | Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. Complete as per direction of the Engineer-in-Charge. (SLAB) |
| 11 | Providing and laying cement concrete (1:2:4) with 12mm downgraded hard granite chips free from weathered skin and other deleterious materials of approved quality of uniform colour and texture aggregate and sharp sand of approved grading and quality for RCC/CC confirming to the specifications with all leads, lifts delifts and transportation by mechanical /manual means including cost, carriage, royalties and taxes of all materials including de watering by suitable means mixing concrete by concrete mixer and placing by manual/Mechanical means supplying T&P curing for specified days by suitable means, curing for required days etc. Complete asper direction of Engineer-in-Charge. |
| 12 | Filling foundation and plinth with excavated materials including watering ramming with all labour and all T&Ps with all leads, lifts and delifts including cost, carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge. |
| 13 | Labour charges for straighting, cutting, bending, binding and tying the grils and placing in position for fabrication and finishing of reinforcement including topping when necessary including supply of binding wire 18 to 20 gauge with all leads, lifts from binding yard including cost, carriage of un coated HYSD bar confirming to Fe 415 grade including over lapping, and wastage, welding etc. Complete as per direction of the Engineer-in-Charge. |
| 14 | Providing and laying cement concrete M-20 with 20mm downgraded hard granite chips for concrete lining to the bed and slopes of canal with sleeper beams, keys etc. free from weathered skin and other deleterious materials of approved quality of uniform colour and texture aggregate and sharp sand of approved grading and quality for CC work with all leads, lifts delifts including cost, carriage, royalties and taxes of all materials by suitable means mixing concrete by concrete mixer hoisting, laying in position and compacting with space vibrator or manually and finishing the concrete surface including trimming and dressing of canal bed and slopes with cutting trenches for sleeper beams, keys and drainage etc. including watering and compacting slopes and bed with hand ramming to proper profile and supplying and laying polythene film of 100 micron etc. Complete asper direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
