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| 1 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard dense Soil complete all as specified.Note; Most of the Excavation will be done manually andno extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor |
| 2 | Excavation in trenches inany type of Hard dense soilnot exc 1.5m wide andexc 1.50 mtr but not exc 3.00 mtr in depth for foundation etc and getting out in hard densesoil complete all as specified.Note; Most of the Excavation will be done manually andno extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor |
| 3 | Excavation in trenches in any type of Hard dense soilnot exc 1.5m wide andexc 1.50 mtr but not exc 4.50 mtr in depth for foundation etc and getting out in hard densesoil complete all as specified.Note; Most of the Excavation will be done manually andno extra cost will be paid to contractor seperately for manual excavation. If any UG Cables, Pipes are damaged during excavation,entire cost for restoration will be borne by the contractor |
| 4 | Returningfilling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose/disintegrated soil or rocks complete all as specified. |
| 5 | Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed. |
| 6 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded aggregates for bedding layers including haunching laid 600/450/300/200/150mm internal dia RCC pipes after they are laid and tested complete all as specified (thickness of concrete bed 100 mm). |
| 7 | M & L for 600 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 8 | M & L for 450 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 9 | M & L for 300 MM dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars |
| 10 | S&F DWCPE(SN8) 200(OD)/175(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joiningincltesting and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. |
| 11 | S&F DWCPE(SN8) 180(OD)/163(ID) mm dia pipes and Snap fit/ Push fit coupler with rubber ring/ gasket for joiningincltesting and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. |
| 12 | M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation of manholes, posts etc completeall as specified. |
| 13 | M&L for brick work with sub class \"B\" bricks old size bricks strainght or curved on plan exc 6m mean radius built in CM 1 : 4complete all as specified. |
| 14 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1 : 4 mixed with water proofing compound finished even and smooth without using extra cement complete all as specified. (Water proofing compound shll be measure and paid separatelly). |
| 15 | M&L for PCC 1 : 2 : 4 type B2 using 20mm graded aggregates as in surfaces channels and drains complete all as specified. |
| 16 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stoped ends etc complete all as specified. |
| 17 | M&LProviding pre cast RCC type B1 20mm graded aggregate 1:2:4in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces |
| 18 | M&L RCC(NOMINAL MIX) M-20 (Type B1 1:2:4 Using 20mm graded stone aggregate)as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and the like.(as per drawing attached) |
| 19 | M&L forMild steel TMT bars 10mm dia and over , 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 |
| 20 | M&L forMild steel TMT bars 6mm to 8mm dia , 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 |
| 21 | M&L for Formwork to soffits of Curved suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) |
| 22 | Demolition of brick work built in cement mortar incl all quoins, arches, pillars etcComplete all as specified. |
| 23 | Demolition and breaking up drain pipes of 100mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar |
| 24 | Demolition and breaking up drain pipes of 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar |
| 25 | Cutting into existing manholes for connecting new drains making good to pipe and rendering,cutting out existing benchingfor and forming branch channel (1/2 or 3/4section ) in cement concrete1 : 2 : 4 type B1 finished smooth and reforming benching as required for 100 mm dia pipes complete all as specified. |
| 26 | Cutting into existing manholes for connecting new drains making good to pipe and rendering,cutting out existing benchingfor and forming branch channel (1/2 or 3/4section ) in cement concrete1 : 2 : 4 type B1 finished smooth and reforming benching as required for 150 mm dia pipes complete all as specified. |
| 27 | M&L for 50mm thick PCC 1:3:6 type C2 using 20mm graded stone agg as in sub base complete all as specified.. |
| 28 | M&L for 22 to 25mm chequered ultra tiles over 15 mm thick screed bed in cm 1:6 and jointed and pointed in white cement mixed with pigment to match the shade of tiles of flooring all as directed. |
| 29 | Schedule of Credit |
