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| 1 | Surface excavation not exceeding 30cm deep and averaging 15cm deep in soft/loose soil and getting out including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots and tress not exceeding 30cm girth (measured one metre above ground level) including digging out roots of the area under clearance complete all as specified and as directed. |
| 2 | Earth work in excavation in any kind of soil by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m complete all as specified and as directed. |
| 3 | Earth work in excavation in any kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5m but not exc 3m complete all as specified and as directed. |
| 4 | M&L for PCC 1:2:4 type B2 ( Using 40mm graded aggregate) as in foundation and mass concrete complete all as specified and as directed. |
| 5 | Removing excavated material exc 250m but n.exc 500 mtr ( beyond the lead included in the rates of excavation) depositing where directed. |
| 6 | M&L for brickwork with fly ash bricks, straight or curved on plan, exc 6 m mean radius, built in cement mortar 1:6 complete all as specified and as directed. |
| 7 | M&L for 15 mm thick rendering in cement mortar 1:4 on fair faces of brick masonry surfaces or concrete surfaces, finished even and fair without using extra cement complete all as specified and as directed. |
| 8 | M&L for RCC 1:2:4 (Nominal Mix) type B0 using 12.5 mm graded stone aggregate as in lintel bands etc complete all as specified and directed by Engineer-in-Charge. |
| 9 | M&L for Drilling of Bore Hole 200 mm dia, drilling upto 120 meter depth below ground level through any kind of strata, soils/ rock, disposal of surplus soil within a distance of 100m, well ramming and stabilizing of material, transportation of drilling rig and other T&P required, including lowering and extraction of casing pipes complete all as specified and as directed by Engineer In Charge. Note : Casing pipe shall be measured and paid separately.The depth of casing pipe to be decided by Engineer-in-Charge. |
| 10 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of 200mm dia, conforming to IS: 12818 : 1992, including required hire and labour charges, fittings & accessories etc. complete for all depths, as per direction of Engineer -in-charge. |
| 11 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes of 200mm dia, with ribs/ perforations, conforming to IS: 4985 : 2000, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 12 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge |
| 13 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. |
| 14 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 15 | M&L for providing precast RCC perforated cover slab type B-1, 1:2:4 using 20mm graded stone aggregate complete all as specified and as directed.Note : Reinforcement shall be measured and paid separately. |
| 16 | M&L for mild steel TMT bars, conforming to Fe-500D, in reinforcement 10mm dia and over cut to lengh, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 17 | M & L for Mild steel bars TMT Bars 5mm and over upto and including 10mm dia in stirrups spaces and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 18 | S&F rolled MS (Fe 410-W, Gde-E-250,Quality A) frame work of Angle Iron, flat, round bars etc as in vertical coarse screen fixed with cleat etc including necessary welding , drilling etc complete all as specified and as directed. |
| 19 | Earth work in excavation in trenches in any kind of soil by manual/ mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m in depth, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed |
| 20 | M & L Cement concrete type D2, 1:4:8 (using 40 mm graded stone aggregate) as in mass filling, foundation of surface channels and drains complete all as specified and as directed. |
| 21 | M&L for PCC (1:3:6) type C-1 with 20 mm gradded stone aggregate as in coping including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed by Engr in Charge. |
| 22 | M&L for PCC (1:2:4) type B-0 using 12.5 mm gradded stone aggregate as in surface channels and drains average 50 mm thick complete all as specified and directed by Engr in Charge. |
| 23 | M & L for Rendering 10mm thick on fair faces of brick work or concrete surfaces with CM 1:4 finished even & fair without using extra cement complete all as specified and directed by Engr in Charge. |
| 24 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soil complete all as specified and as directed. Please Enable Macros to View BoQ information |
