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| 1 | Rough excavation in soft/loose soil not exceeding 1.5 m deep and getting out complete all as specified and directed. |
| 2 | Rough excavation in soft/ loose soil for each additional 1.5m or part thereof in depth beyond the first 1.5m complete all as specified and directed. |
| 3 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level complete all as specified and directed. |
| 4 | Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. |
| 5 | M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and as directed by Engineer-in-Charge. |
| 6 | M&L Brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed. |
| 7 | M&L Rendering 15mm thick in cement mortar (1:4) on any face of rough finished /other than fair fair face of B.B/concrete surfaces, finished even and smooth without using extra cement complete all as specified. |
| 8 | M&L Loose filling with broken stone boulders aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 9 | M&L Loose filling with broken stone aggregates of size 20-25 mm in soakage pits, soakage wells complete all as specified and as directed. |
| 10 | M&L incl spreading and levelling in layers of coarse sand of size (1.5 mm to 2.0 mm) all as specified. in soakage pits, soakage wells complete all as specified and as directed. |
| 11 | M & L steel wire fabric, wire of dia 2.45 mm and size of mesh 25 mm fixed to steel member all as specified , wt n. exceeding 4 kg/Sqm complete all as specified. |
| 12 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 all as specified. |
| 13 | M&L PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in benching for manholes, bands , coping , bed plate etc with slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surface even and smooth without using extra cement complete all as specified. |
| 14 | M&L for PCC 1:2:4 TYPE B-1 using 20mm graded crushed stone aggregate as in coping / benching in manhole etc, finished even and smooth using extra cement incl necessary formwork |
| 15 | M&L RCC (1:2:4) type B-1 using 20mm graded mechanically crushed stone aggregate as in precast slabs for covers of manholes and set in CM 1:6 incl necessary from work hand placing of manhole cover on varsion complete all as specified and directed by Engineer-in-Charge. Note : Contractor to meniton month and year of casting to be engraved on each MH covers. No extra cost to be paid for this the same will be inlcuded in the above item. |
| 16 | M&L TMT bars 8mm dia and over cut to length bent to shape required incl cranking bending, spirally , hooking ends and binding with mild steel wire not less than 0.9mm dia (annealed) complete all as specified and as directed by Engineer-in-Charge. (Note : The payment shall be made only after placing of cover on manholes) |
| 17 | M&L Reinforced concrete pipes of 150mm bore, class NP3, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge. |
| 18 | M&L for preparing and complete removal of existing old surfaces of wall and applying Two coat of cement base paint complete all as specified and directed. |
| 19 | M&L for Applying two coats of synthetic enamel paint over one coat of red oxide including preparation of steel surface over 10 cm width or girth all as specified. |
| 20 | Driling pilot bore hole of 150 mm dia by rotary method (Direct/reverse) through rig machine for injection well in any kind of soil strata or rock including disposal of surplus soil/rock to a distance not exceeding 50 metre complete all as specified including depolying required rig machinery. T&P , equipment etc, complete including transporting of all materials like rig machine, tools & plants, collection of log samples (drilling /cutting ) and to maintain drill time log book (for 03 bore holes) complete all as specified and directed by Engr-in-charge. |
| 21 | Reaming of 150mm pilot bore hole to 300 mm bore with direct circulation rig machine / reverse rotary circulation method in any kind of strata of soil /rock from ground level to 100 Metre depth below ground level (for 03 bore holes) complete all as specified and directed by Engr-in-charge. |
| 22 | Supply, assembling, jointing, lowering and fixing in position PVC plain casing pipe, heavy duty of size 150mm dia with wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket end screwd and socket type in alljointing accessories complete all as specified and directed by Engr-in-charge. |
| 23 | Supply assembling, jointing, lowering and fixing in position PVC screen casing pipe, heavy duty of size 150mm dia having slot of size 1.5 mm wall thickness 7.5 to 8.5 mm conforming to IS-4985 having male threads at spigot end and female threads at socket endscrewed and socket type in all jointing accessories. |
| 24 | M&L PVC bail plug assembly suitable for 150mm nominal bore PVC casing pipe internally threaded and jointed with casing pipe complete all as specified and directed by Engr-in-charge. |
| 25 | M&L Mid steel housing clamps 1050mm long 200mm wide made out of 12 mm thick MS plate made to shape for 300mm bore casing pipe with necessary bolts, nuts and washers at ground level complete all as specified and directed by Engr-in-charge. |
| 26 | M&L PVC well cap 8mm thick, Suitable for 150 mm bore, having internal threads complete all as specified and directed by Engr-in-charge. |
| 27 | Develepoment of tube well with compressed air and after with 25% extra capacity pump by pumping muddy water. (6 hours for each well )complete all as specified and directed by Engr-in-charge. |
| 28 | Supply and packing pea gravel of size 2 mm to 4mm all around casing pipe and slotted pipe complete all as specified and directed by Engr-in-charge. |
| 29 | PVC cross of size 150mm with 100mm brances heavy duty having internal thread complete all as specified and directed by Engr-in-charge. |
| 30 | PVC screened collector pipe having slot of 1.5mm size heavy duty of size 100mm dia complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
