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| 1 | Excavation over areas not exc 1.5mtr depth in soft/loose soil and getting out complete all as specified and directed. |
| 2 | Excavation over areas exc 1.50 mtr but n. exc 3.00 mtr depth in soft/loose soil and getting out complete all as specified and directed. |
| 3 | Excavation over areas exc 3.00 mtr but n. exc 4.50 mtr depth in soft/loose soil and getting out complete all as specified and directed. |
| 4 | M & L for Plain cement concrete (1:3:6) type C-2 using 40 mm aggraded stone agg as in foundation filling and mass concrete complete all as specified and directed. |
| 5 | Excavation in trenches in soft/loose soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth and getting out complete all as specified and directed. |
| 6 | M & L for Plain cement concrete (1:4:8) type D-2 using 40 mm aggraded stone agg as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | M&L for precast cement concrete block masonry with solid block type C1 (1:5:8) (using 20mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed. |
| 8 | M & L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping to span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, providing cement concrete in roof kerbs or mud stops, rounded or chamfered on edges, water troughs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed. |
| 9 | Returning/filling in layers n.exc 25 cm each including watering, levelling, ramming etc complete all as specified and as directed. |
| 10 | Removing of excavated surplus soil obtained from excavation to a distance 250 mtr but not exc 500 m depositing where directed at level not exceeding 1.5 metre of the starting point complete all as specified and directed. |
| 11 | M & L for MS bar rungs, Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed. |
| 12 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exceeding 200mm tick (Horizontal or sloping ) for rough finished flat surface of concrete complete all as specified and as directed. |
| 13 | M & L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 5cm but not exceeding 20cm wide for rough finished flat surfaces of concrete complete all as specified and directed. |
| 14 | M & L for mild steel TMT bars, Fe 500/550 D, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 15 | M & L for mild steel TMT bars, Fe 500/550 D, 6 to 8mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 16 | M & L for Reinforced cement concrete M-30 (Design Mix) using 20 mm graded stone aggregates as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs, culverts including wheel guards, in shelves and the like, complete all as specified and as directed. |
| 17 | Plain cement concrete (1:3:6) type C-2 using 40 mm graded stone agg as in Surface channel & drain concrete complete all as specified and as directed. |
| 18 | M & L for rendering 15mm thick plastering in CM 1:4 on fair/unfair face of concrete / block masonry wall surfaces, mixed with water proofing compound (@ 3% by weight of cement or as per manufacture's instructions), and finish even and smooth without using extra cement complete all as specified and directed.Note : Water proofing compound will be measured and paid separately as \\"Supply only\\". |
| 19 | Supply only integral water proofing compound of approved make complete all as specified and as directed. |
| 20 | Pre cast reinforced cement concrete 1:2:4 Type B1, using 20mm graded stone aggregate as in cover slabs etc, set in cement mortar 1:4, complete all as specified and directed. |
| 21 | Gravel size exc 63mm but n exxc 100mm free from admixture, dust, clay and screened properly complete all as specified and directed. |
| 22 | Gravel size n exc 63mm free from admixture, dust, clay and screened properly complete all as specified and directed. |
| 23 | Gravel size 20mm free from admixture, dust, clay and screened properly complete all as specified and directed. |
| 24 | M & L Preparing newly plastered surface of wall applying three coats of white wash complete all as specified and directed. |
| 25 | S & F 100mm dia UPVC Rain water drainage pipes (SCH-40) single socketed in any length with joints, laid in treches or in floors including fittings such as bends, tee, coupler, reducers etc, complete all as specified and as directed. |
| 26 | S & F 160mm dia UPVC Rain water drainage pipes (SCH-40) single socketed in any length with joints, laid in treches or in floors including fittings such as bends, tee, coupler, reducers etc., complete all as specified and as directed. |
| 27 | M&L for Concrete bed for 100 mm dia pipes in cement concrete 1:3:6 to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in all complete all as specified and directed. |
| 28 | M&L for Concrete bed for 150 mm dia pipes in cement concrete 1:3:6 to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in all complete all as specified and directed. |
| 29 | M&L for hardcore with broken stone or boulder of gauge not exc 63 mm, deposited , spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces Road crossing complete all as specified and as directed. |
| 30 | Material and labour for drilling of Pilot/trial bore of size 300 mm by direct rotary rig method including all T&P through any kind of starta (Soil,Kankar,Boulder or soft or hard rock) down up to 150 m depth below ground level of bore by using suitable drill bit according to louvering of casing pipe including the cost of mud pit,channels,etc and disposal of soil obtained to a distance not exc. 1 KM away complete all as specified and as directed.Note:(i) the drilling shall be continued up to specified depth and in case sticky clay occurs in between the drilling must be stoped and shall be contacted to Engr-in-charge shall be informed. (ii) Drill time log to be prepared and prescribed. |
| 31 | Supply assembling, jointing, lowering and fixing in the bore hole UPVC Casing pipe of Nominal Dia 200 mm (medium well) ,10 Kg/cm2 working pressure, confirming to IS 4985-2000 including fittings such as bends, tee, coupler, reducers etc, complete all as specified and as directed. |
| 32 | P Gravel size 5 to 10 mm free from admixture, dust, clay and screened properly packing around the slotted pipe in bore well complete all as specified and as directed. Please Enable Macros to View BoQ information |
