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| 1 | Site Clearance including removing grass, bushes etc in any type of soil complete all as specified and directed. |
| 2 | Demolition of plain cement concrete (Un reinforced) in benching and surface channels, bedding etc above ground level complete all as specified and directed. |
| 3 | Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide in manholes, etc. n getting out any type of Soil complete all as specified and directed. |
| 4 | Excavating over areas, n exc 1.5 m deep and getting out any type of soil complete all as specified and directed. |
| 5 | Excavating over areas, exc 1.5 m deep n exc 3.00m and getting out any type rock complete all as specified and directed. |
| 6 | Excavating over areas, exc 3.00 m deep n exc 4.50m and getting out any type rock complete all as specified and directed. |
| 7 | Excavating over areas, exc 4.50 m deep n exc 6.00m and getting out any type rock complete all as specified and directed. |
| 8 | Boring holes, 300mm dia deep in soil/rock for under-reamed piles and getting out and disposal of spoil to a distance of n exc. 50 m complete all as specified and directed. |
| 9 | S&F 200mm dia perforated UPVC Pipes (SCH-40) laid and jointed upto sb soil water level or as directed, including inverted earthen pots with holes in trenches complete all as specified and directed. |
| 10 | Loose filling with broken stone aggregates of gauge 63 mm in recharge pit complete all as specified and directed. |
| 11 | Loose filling with broken stone aggregates of gauge 40mm in recharge pit complete all as specified and directed. |
| 12 | Loose filling with broken stone aggregates of gauge 12.50mm in recharge pit complete all as specified and directed. |
| 13 | Loose filling with coarse sand in recharge pit complete all as specified and directed. |
| 14 | M&L for PCC 1:4:8 type D-2, using 40 mm graded stone aggregate, as in foundation, filling, mass concreting etc, complete all as specified and directed. |
| 15 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces complete all as specified and directed. |
| 16 | M&L for Reinforced cement concrete design mix M- 25 grade (20mm graded) aggregates) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 17 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius, built in CM 1:4, complete all as specified and directed. |
| 18 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. |
| 19 | M&L for Reinforced cement concrete design mix M- 25 grade as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 20 | M&L for TMT bar 10mm dia and over cut to length bent to shape reqd incl cranking bending etc complete & binding with MS wire (annealed) not less than 0.9mm dia in reinforcement complete all as specified and directed. |
| 21 | All as per srl item No 20 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 22 | M&L for Precast factory Made SFRC (Steel fibre reinforced concrete) manhole cover with frame of following specification for Heavy duty including groove & hook arragement for liftingand placing in position complete all as specified and directed.(a) Clear Opening : 600x600mm (b) cover size : 700mmx700mm (c) thickness of cover : 100mm (d) frame outside diamention : 820mmx820mm (e) Thickness of Cover frame : 150mm (f) Resting length : 50mm (g) Grade of concrete : M-30 |
| 23 | 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 con-forming to Fe 290.Gde-E-165 complete all as specified and directed. |
| 24 | M&L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10 cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide or zink chrome primer on new steel urfaces complete all as specified and directed. |
| 25 | M&L for 15 mm thick rendering on other than fair faces of brick/ concrete surfaces in CM 1:4, finishing surfaces even & fair without using extra cement, complete all as specified and directed. |
| 26 | Returning filling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc all complete all as specified and directed. |
| 27 | Removing excavated soil n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 28 | Removing excavated rock n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 29 | M&L for 200mm dia RCC pipes class NP-2 with collars laid in treches with cement joint and tested including Cement Concrete 1:4:8 type D2 bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed . |
| 30 | Cutting holes into or through stone walls n exc 150 Sqm Cm built in and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required complete all as specified and directed. |
| 31 | M&L for 75mm thick PCC (1:3:6) type B2 (using 20mm graded aggregate) as in plinth protection/hard standing, finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 32 | Dismantling of cast iron RCC, AC or PVC pipe jointed in CM any dia bore complete all as specified and directed. |
| 33 | S&F PVC (SWR) pipes of 110 mm dia, single socketed fixed to walls complete all as specified and directed. |
| 34 | S&F PVC (SWR) bends with or without access door of 110 mm dia, any radius complete all as specified and directed. Please Enable Macros to View BoQ information |
