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| 1 | Excavationover areas n.exc. 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and and getting out in hard /dense soilcomplete all as specified and directed by Engineer in Charge. |
| 2 | All as per item No 1 above but in soft /loose soilcomplete all as specified and directed by Engineer in Charge. |
| 3 | Excavatingover areas exc. 1.5 mtr but n.exc. 3.00 mtr inin depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and getting out in hard/ dense soilcomplete all as specified and directed by Engineer in Charge. |
| 4 | All as per item No 3 above but in soft /loose soilcomplete all as specified and directed by Engineer in Charge. |
| 5 | Rough excavation not exceeding 1.5m deep and getting out in soft or loose soil complete all as specified and as dirercted by Engineer in Charge. |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc. 25 cm thickin hard/dence soil complete all as specified andas directed. |
| 7 | All as per item No 6 above but in soft /loose soilcomplete all as specified and directed by Engineer in Charge. |
| 8 | Removing excavated soil to a distance not exc. 50mtr and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed. |
| 9 | All as per item No 8 above but distance exc 250 mtr and not exc 500 mtr complete all as specified and directed by Engineer in Charge. |
| 10 | All as per item No 8 above but distance exc 1.5 KM and not exc 5.00 KM complete all as specified and directed by Engineer in Charge. |
| 11 | All as per item No 8 above but distance exc 5 KM and not exc 15.00 KM complete all as specified and directed by Engineer in Charge. |
| 12 | M&L Plain Cement Concrete as in foundation filling and mass concrete (1:4:8), type D-2,using 40 mm graded stone aggregate complete all as specified and as directed. |
| 13 | M&L for Pre-cast cement concrete type C1, 1:3:6 (using 20mm graded stone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6, complete all as directed by Engineer in Charge. |
| 14 | S&F TMT steel bars10mm dia and overcut to length,bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and includingmild steel wire (annealed)not less than 0.9mm dia or securing with clips all as specified and as directed by Engineer in Charge. |
| 15 | M&L for form workflat in shape to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, roof slabs etc., fair finished surface complete all as specified and as directedby Engineer in Charge. |
| 16 | M&L for form work flat in shape to edges of concrete flates, trads, breaks fair finished surface in floors, window cills, concrete railings, openings in concrete walls, floor and roofs exc 5cm wide but n exc 10cm wide and sides of RCC/PCC bands in walls, horizontal or slopping and similar work complete all as specified and as directedby Engineer in Charge. |
| 17 | M&L for flat formwork to sides of concrete foundations, footings, Chambers foundation and plinth beams; and similar work vertical or to batter for fair finished surfaces all as directed by Engineer in Charge |
| 18 | M&L Reinforced Cement Concret,(Nominal Mix) type B1, 1:2:4 (using 20mm graded stone aggregate) as in beams and slabs of any type and similar articles complete all as specified and as directed. |
| 19 | M&L Rendering 15mm thick on fair faces of brick work or concrete/concrete block masonry surfaces in CM (1:4) finishing the surfaceseven and smooth with out using extra cement complete all as specified and directed. |
| 20 | S & F 110 mm bore, PVC (SWR), Type \"B\", rainwater pipe round in any lengthwithout ears, with rubber ring joints fixed to wall using MS holder bat complete all as specified and directed. |
| 21 | S & F 110 mm bore, PVC (SWR) bends of any radius complete all as specified and directed. |
| 22 | S&F Reinforced concrete pipes dia 150 mm class NP3 laid and jointed and tested after laying complete with collars complete all as specifed and directed. |
| 23 | M&L for Hard core Brocken stone or boulders of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15 cm thick watered and well rammed to a true surface as in soak pit or rain water harvesting percolation pit filling complete all as specified & directed. |
| 24 | M&L for PCC type C2, 1:3:6 using 40mm graded stone aggregates for inspection chamber, foundation or mass concrete complete all as specified and directed by Engineer In Charge |
| 25 | S&F for precast RCC Collar rings NP-3, 1.5m dia, 50mm thick, each ring height of minimum 0.30m maximum 0.45m having weep holes from the side of the ring laying in excavated tranches for soak pit or rain water harvesting percolation pit of any depth complete all as specified and directed by Engr-in-ChargeNote: Excavation and filling will be meaasured and paid separatlyunder respectively |
