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| 1 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. |
| 2 | Excavating in trenches, exceeding 1.5 m wide and not exceeding 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. |
| 3 | Returning filling in excavated material including spreading, leveling, watering and well ramming in layer n.exc 25 cm thick complete all as specified and directed. |
| 4 | Removal of excavated material (soils) to a distance n exc 50m and deposited where directed at a level n.exc. 1.5m above the starting point complete all as specified and directed. |
| 5 | Demolition and breaking up drain pipes (salt glazed ware)/ RCC/HDP pipe etc set in cement mortar including bedding hunching, PCC etc, 150 mm dia pipe complete all as specified and directed. |
| 6 | All as per item No. 05 above but demolition of 200mm dia pipe |
| 7 | All as per item No. 05 above but demolition of 250mm dia pipe |
| 8 | S&F HDPE double wall corrugated (DWC) sewage pipe of 150 mm internal bore, Class SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specifed and directed. |
| 9 | S&F HDPE double wall corrugated (DWC) sewage pipe of 200 mm internal bore, Class SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specifed and directed. |
| 10 | S&F HDPE double wall corrugated (DWC) sewage pipe of 250 mm internal bore, Class SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specifed and directed. |
| 11 | Demolition of cement concrete in any description and any position not otherwise specially provided complete all as specified and directed |
| 12 | M&L for cement concrete 1:4:8 Type D-2 (using 40 mm graded stone aggregates) as in sub base of manhole, foundations, filling, bedding under pipe and mass concrete, and in any position not other wise specified complete all as specified and directed. |
| 13 | Demolition of brick work or stone/ boulder masonry work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed. |
| 14 | M&L for Brickwork with old size sub class 'B' bricks, straright or curved on plan exc 6m mean radius, built in Cement mortar 1:4 using bricks of crushing stregenth not less than 35 Kg/Cm2 complete complete all as specified and directed. |
| 15 | M&L for Brick work with old size sub class 'B' bricks, straight or curved on plan in half brick thick wall built in Cement mortar 1:4 complete all as specified and directed. |
| 16 | M&L for Brickwork with subclass 'B' bricks, in one brick thick honey comb walling built in CM 1:4 complete all as specified and directed. |
| 17 | M&L brick bats using subclass 'B' bricks for losose filling in soak walls etc complete all as per specified and directed. |
| 18 | M&L for 15 mm thick rendering in cement mortar (1:4) on brick / concrete/ stone walls, surfaces finished even and fair without using extra cement complete all as specified and directed. |
| 19 | M&L Cutting into existing manholes for (dia150mm/200mm)connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required of anty dia complete all as specified & directed. |
| 20 | M&L for cleaning of septic tank of any capacity by mechanicaly means including vaccume sunction of suitable capacity fitted with vaccume sunction pump of capacity not less then 15 cum/hr and removing to outside defence land at a safe place complete all as specified and directed. |
| 21 | Demolition of RCC in any thicknes (reinforced cut as required to facilitate demolition ) of roof , beams, landing, chajja, cover slabs and similar suspended work complete all as specified and directed. |
| 22 | Material and labour for providing reinforced cement concrete (nominal mix) Type B -1, 1:2:4 (20 mm graded stone aggregate) as in slab supported on walls, soakwell, septic tank, columns, pillars, piers, post and struts etc, complete all as specified and directed. |
| 23 | M&L for use and waste formwork to soffits of suspended slabs such as roof slabs , floor slabs , landings and similar works , not exceeding 200 mm thick ( horizontal or sloping ) including slab edges for rough finished surfaces of concrete complete all as specified and directed |
| 24 | M&L for form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 10cm wide and sides of RCC/PCC bands in walls, horizontal or slopping and similar works fair finished concrete surface complete all as specified and directed. |
| 25 | S&F for Mild steel TMT bars 10mm dia, and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed. |
| 26 | S&F for Mild steel TMT bars 6mm to 8 mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed. |
| 27 | Material and labour for Mild steel Round bars 10mm dia and over, cut to length, bent to shape required, for cranking, bending as in manholes cover, handles, steps, rungs etc. complete all as specified and directed. |
| 28 | M&L for dewatering from soak well of any dia and depth completely by pumping out and remove in to nearby nala/drains complete all as specified and directed. Please Enable Macros to View BoQ information |
