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| 1 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided for slab,shelves etc complete all as specified and as directed |
| 2 | Demolition of Concrete of any description and in any position complete all as specified and as directed. |
| 3 | Demolition of Bricks or stone masonry built in cement mortar complete all as specified and as directed |
| 4 | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50-m deep for fdn of manhole and getting out in soft /loose soil complete all as specified and as directed |
| 5 | Excavating in trenches exc.1.5m wide and exc 1.5 m but n.exc.3.0 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed |
| 6 | Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed |
| 7 | Excavating in trenches exc.1.5 m wide and exc 3.0 m but n.exc.4.5 m in depth for foundations of walls and n.exc.10sqm on plan and n.exc.1.5m in depth in Hard & dense soil complete all as specified and as directed |
| 8 | Loose filling with aggregate of Broken stones or boulders of gauge 15 to 80 mm in soakage pits, soakage wellsNote: Filling materials shall be of size 75,50,40,25 & 15 mm layers at the Ratio 5:4:3:2:1 laid from bottom to top for the portion 'H' and Top 700 mm shall be filled with 15mm material complete all as specified and as directed. |
| 9 | Excavation over areas n exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 10 | Excavation over areas exc 1.5m deep and n exc 3m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 11 | PCC 1:4:8 type D2 using 40mm graded stone aggregate in fdn filling and mass concrete complete all as specified and as directed. |
| 12 | M&L for PCC (1:3:6) type C2 ( using 40 mm graded aggregate) as in plinth protection of average 75mm thick including finishing cement concrete surface fair and even complete all as specified and directed . |
| 13 | M &L for PCC 1:3:6 type C2 an in foundation of manholes complete all as specified and as directed. |
| 14 | M &L for precast Solid Block masnory exc.10cm thick using PCC 1:3:6 type C1 set in CM 1:4 as in walls of manhole complete all as specified and as directed. |
| 15 | M&L Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) as in benching/coping of man holes including forming centre channels half round or 1/4 section.complete all as specified and as directed. |
| 16 | Extra for forming fair finished channel or drain 30cm ginth (inner ginth) in cement concrete using extra cement incl forms, moulds stopped complete all as specified and as directed. |
| 17 | Demolition and breaking up drain pipes 200mm dia ( Salt Glazed ware, AC or reinforced concrete) set in cement mortar including PCC bed and haunching and removal of debris outside the MD land all as directed. |
| 18 | All as per item No.17 above but 150mm dia complete all as specified and as directed. |
| 19 | M&L for Reinforced concrete pipes,200mm bore class NP2, laid in trenches and jointed complete all as specified and directed. |
| 20 | M&L for Reinforced concrete pipes,150mm bore class NP2, laid in trenches and jointed complete all as specified and directed. |
| 21 | M&L for PCC 1:3:6 type C2 as in bed to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested for CI pipe 200 mm bore complete all as specified and as directed. |
| 22 | M &L for PCC 1:3:6 type C2 as in bed to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested for CI pipe 150 mm bore complete all as specified and as directed. |
| 23 | M&L salt-glazed stoneware gully traps, square or round mouthed, type P of size 18o x 150mm complete all as specified and directed |
| 24 | Rendering 15 mm thick in CM 1:4 on fair faces of brickwork or concrete surface finished even and smooth w/o using extra cement including WPC @5% weight of cement complete all as specified and as directed.Note: WPC shall be measured and paid seperately |
| 25 | M&L for rendering 15mm thick on fair faces of brick works in CM (1:6) finished even and smooth without using extra cement complete all as specified and as directed. |
| 26 | Supply only water proofing compound complete all as specified and as directed. |
| 27 | M&L for TMT steel bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hooping for columns, hooking ends and binding with and incl MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 28 | M&L for TMT bars 6 to 8 mm dia, cut to length bend to shape reqd incl cranking and lbinding with mild steel wire (annealed) complete all as specified and as directed. |
| 29 | M&L for TMT steel bars 5mm dia and over upto and incl 10mm dia in stirrups, spacers and binders cut to length bent to shape required incl cranking bending spirally for hooping for columns, hooking ends and binding with and incl MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 30 | S&F Framed brackets of angle or tees with web and flanges cut to shape, drilled and counter-sunk for screw, including bending and welding angles, as necessary, gusset plate, riveting, etc n exc 10 kg each brackets conforming to Fe 290 Gde-E-165 complete all as specified and as directed. |
| 31 | M &L for precast manhole covers with plain faces using RCC 1:2:4 type B1 and set in CM 1:4 including formwork complete all as specified and as directed. |
| 32 | Use and waste of form work to sides and sofit of Slab & Chajja etc for Fair finished surfaces. |
| 33 | Use & waste of 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 finished fair and even complete all as specified and as directed. |
| 34 | M & L for RCC Type B1 1:2:4 (20mm graded stone sggregate) as in beams,cantilevers,bressummers, lintels over 1.5m span complete all as specified and as directed. |
| 35 | M & L for RCC Type B1 1:2:4 (20mm graded stone sggregate) 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 as directed |
| 36 | S&F in repairs for 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall etc using synthetic rubber adhesive cement solvent complete all as specified and as directed |
| 37 | S&F in repairs for 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints fixed to wall etc using synthetic rubber adhesive cement solvent complete all as specified and as directed. |
| 38 | S&F for 110mm PVC SWR bends of any radius with access door complete all as specified and directed. |
| 39 | S&F for 75mm PVC SWR bends of any radius with access door complete all as specified and directed. |
| 40 | S&F for 110mm PVC SWR junction single,(Single T) equal or unequal with access door complete all as specified and directed. |
| 41 | S&F for 75mm PVC SWR junction single,(Single T) equal or unequal with access door complete all as specified and directed. |
| 42 | S&F for 110mm dia PVC (SWR) vent cowl complete all as specified and directed. |
| 43 | S&F for 75mm dia PVC (SWR) vent cowl complete all as specified and directed. |
| 44 | Returning, filling in incl spreading n levelling watering and well ramming in layers complete all as specified and as directed. |
| 45 | Removing excavated materials to a dist n.exc 50- m and depositing where directed at a level n.exc 1.50 m aabove the starting point complete all as specified and as directed. Please Enable Macros to View BoQ information |
