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| 1 | Excavation in trenches not exceeding 1.50 mtr wide and not exceeding 1.50 mtr depth for foudations etc or for column footings, manholes etc not exceeding 10 Sqm on plan and not exc 1.5 mtr in depth and getting out in hard/dense Soil complete all as specified |
| 2 | Excavation in over area n exc 1.50 mtr depth in hard/dense Soi for foundation etc and getting out complete all as specified and directed. |
| 3 | Excavation in over area exc 1.50 mtr but n exc 3.00 mtr depthin hard/dense Soil for foundation etc and getting out complete all as specified and directed. |
| 4 | M&L for cement concrete type D-2 1:4:8 (using 40 mm graded crushed stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed. |
| 5 | M&L for Brickwork with fly ash bricks, Old size straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed. |
| 6 | M&L for rendering 15 mm thick in Cement mortar (1:4) on fair faces of stone masonary/concrete surfaces finished even and smooth with out using extra cement complete all as specified and directed |
| 7 | M&L for Loose filling with shingle (River Bed aggregate )aggregates of gauge 80 to150 mm in soakage pits, soakage wells complete all as specified and directed |
| 8 | M&L for Loose filling with shingle or gravel (River Bed aggregate of gauge 5 to 10 mm in soakage pits, soakage wells complete all as specified and directed |
| 9 | M&L for loose filling Coarse sand 1.5 to 2 mm in size under floor etc complete all as specified and directed |
| 10 | M&L for PCC (1:2:4 )type B-1 using 20mm graded stone agg as in coping including weathering slightly rounded of chamfered angles & throating with and including necessary form work etc complete all as specified & directed. |
| 11 | M&L for Reinforced cement concrete design mix M-25 (using 20 mm graded stone aggregates) in slabs supported on walls, beams & columns complete all as specified and directed. |
| 12 | M&L for mild steel TMT bars 5mm dia and overupto and including 10mm dia in stirrups, spaces and binders, cut to length, bent to shape required including cranking, bending spirally for hooping for colomns hocking ends and binding with and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified. |
| 13 | Formwork for Rough finished surfaces of concrete, to soffits and sides of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed |
| 14 | Returning & filling with excavated soil obtained from item No-1, in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thicks as in soil complete all as specified and directed |
| 15 | Removing excavated material (Hard dense soil) exc. 250 m but not exceeding 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 16 | M& L for Reinforced concrete pipes ,class NP-2 laid and jointed complete with collars of bore 200mm complete all as specified and directed. |
| 17 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate) concrete bed to drain pipe 200 mm bore including packing under and haunching against the sides of pipes after laid and tested complete all as specified and directed. |
| 18 | Material and labour for drilling of vertical bore well by rotary cum through direct hammering (DTH) technique in any type of strata consisting of following different dia drill bits in sequence from ground level as given below as per IS-2800 Part-I-1991 :- |
| 19 | (a) 300 mm dia drill bit from GL upto a maximum depth of 40 M. |
| 20 | (b) Supplying, assembling, jointing , lowering and fixing in position in the bore hole liner assembly, MS casing pipe of 5.4 mm thickness of 200 mm outer dia. Class 'B' conforming to IS - 4270-2001 (male / female) jointed and welded with coupler rings through out the circumference of pipe and externally painted with two coats of anti corrosive paint complete including providing pea gravel of 8 mm to 4.6 mm size for packing around the casing/ slotted pipe in bore well all as specified and directed by GE. Make Jindal/Tata |
| 21 | M & L PCC type C-2 1:3:6 (using 40mm graded stone aggt) in surface channel and drain complete all as specified and directed. |
| 22 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concret using extra cement including forms, molds, mitred/stopped ends etc. |
| 23 | Add or deduct for each 25mm girth or part thereof over or under 30cm ditto complete all as specified and directed. Please Enable Macros to View BoQ information |
