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| 1 | Excavating in trenches in hard/ dense soil, 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 sq m on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed. |
| 2 | Demolition and breakingup 100/ 110 mm internal dia drain pipes (Saltglazed ware, AC or reinforcedconcrete) setin cementmortar complete all as specified and directed. |
| 3 | Demolition and breakingup 150/ 160 mm internal dia drain pipes (Saltglazed ware, AC or reinforcedconcrete) setin cementmortar complete all as specified and directed. |
| 4 | S&F PVCPipe single sockted, in any length with rubber ring jointslaid in trenches or in floors 110 mm dia bore of pipe incl fittings , ISI marked complete all as specified and directed. |
| 5 | S&F PVCPipe single sockted, in any length with rubber ring jointslaid in trenches or in floors 160 mm dia bore of pipe incl fittings , ISI marked complete all as specified and directed. |
| 6 | M&L for concrete bed to drain pipes 100/110 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 7 | M&L for concrete bed to drain pipes 150/160 mm bore dia including forming cradles by using PCC (1:3:6), type C2 using 40 mm graded aggregate including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. |
| 8 | Taking down 75/80 mm bore PVCpipes including all fittings with spigot and socketends and cement or rubber gasket joint complete all as specified and directed. |
| 9 | Taking down 100/110 mm bore PVCpipes including all fittings with spigot and socketends and cement or rubber gasket joint complete all as specified and directed. |
| 10 | S & F PVC (SWR) pipe single socketed, in any length with rubber ring joints and fixed to walls and similar work etc 75mm dia bore of pipe incl fittings, complete all as specified and directed. |
| 11 | S & F PVC (SWR) pipe single socketed, in any length with rubber ring joints and fixed to walls and similar work etc 110mm dia bore of pipe incl fittings, complete all as specified and directed. |
| 12 | Demolition of brick work/ PCC block masonry, built in cement mortar and removing the debris/ rubbish to a distance not exceeding 100m complete all as specified and directed. |
| 13 | M&L for pre-cast cement concrete 1:3:6, type C1 (using 20mm graded aggregate) block masonry with solid blocks exceeding 10 cm in width and setting in CM 1:6 complete all as specified and directed. |
| 14 | M&L for Brickwork with sub class \"B\" burnt bricks, straight or curved on plan exc 6m in mean radius built in CM 1:6 complete all as specified and directed. |
| 15 | M&L for Brickwork with sub class \"B\" burnt bricks, straight or curved on plan to in any radius in in half brick thick wall built in CM 1:6 complete all as specified and directed. |
| 16 | Demolition of cement concrete(unreinforcement) as in ground floors or paving n. exc 15cm thick below or above ground level complete all as specified and directed. |
| 17 | M&L for plain cement concrete PCC 1:4:8, type D2, using 40mm graded broken stone aggregate as in foundation of manhole including necessary form work complete all as specified and directed. |
| 18 | M&L for providing cement concrete 1:2:4, Type B1 using 20 mm graded stone aggregate as in copings, haunching and backing, kneelers, apex stones, bed plates, or similar works including necessary formwork complete all as specified and directed. |
| 19 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 20 | M&L for precast cement concrete 1:2:4 type B1, using 20mm graded stone aggregate as in manhole / Gully trap cover slab set in CM 1:4including use and waste of necessary form work complete all as specified and directed. |
| 21 | M&L for TMT steel bars 6 to 8 mm dia as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 22 | M&L for rendering 10 mm thick in CM 1:3 on brick work or concrete surfaces mixed with WPC @ 3% by weight of cement, finished even and smooth without using extra cement complete all as specified and directed.Note- WPC will be measured and paid separately. |
| 23 | Taking down of cement plaster of any descripttion incl hacking out of joints, hacking for key, scrubbing down with water etc all as specified. |
| 24 | Supply only integral water proofing compound. |
| 25 | Returning, filling in, including spreading, levelling,watering and well ramming in layers not exceeding 25cm using soil obtained from excavation complete all as specified and directed. |
| 26 | Removing excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 27 | Cutting into existing manhole for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4section) in cement concrete 1:2:4 type B1, smooth finished, and reforming benching as required for 100/ 110/ 160mm bore dia. complete all as specified and directed. |
| 28 | Taking outmanhole cover and removing earth soil spread over the cover if any from the frame of septic tanks and receiving chambers and remove all night soil, sediments, waste materials from inside, any size etc irrespective of its height clear off up to the bottom floor mechanically using super jetting machine or by suitable means as ordered and dispose of the materials outside of MD land from the septic tank using mechanical vehicle (Tanker) to pit suitably excavated, placing back the main hole cover to its original position and removing all vegetation\"s including roots if any and making good surrounds complete all as specified and directed. |
| 29 | All as per SI item No. 28 here-in-before, but for manhole of any size,depth of manhole not exceeding 1.5 mtr complete all as specified and directed. |
| 30 | All as per SI item No. 28 here-in-before, but manhole of any size, depth of manhole exceeding 1.5mtr and not exceeding 3.00 mtr complete all as specified and directed. |
| 31 | Cleaning of SGSW/ PVC pipes sewage line 100/ 110 mm bore dia mechanically and removal of foreign materials complete all as specified and directed. |
| 32 | Cleaning of SGSW/ PVC pipes sewage line 150/ 160 mm bore dia mechanically and removal of foreign materials complete all as specified and directed. |
| 33 | Removal of sewage block in manhole, gully trap or in WC kitchen and bath includingcleaning mechanically or by suitable means as ordered required to remove block of any type complete all as specified and directed. |
| 34 | Cuttingholesintoorthroughbrick wallsbuiltincementmortarorcementlime mortar for inserting PVC pipes or similar work etc, depthofcuttingexceedinghalfbrick wall but not exceeding one brick wall complete all as specified and directed. |
| 35 | S&F in repirs 25 users LDPE septic tank designed to carry sewage and sullage water including excavation in any type of soil, PCC 1:4:8 below foundation, vent shaft, connection, etc. complete all as specified and directed. |
| 36 | Excavating over areas n exc 1.5 m in depth and getting out in hard/ dense soil complete all as specified and directed |
| 37 | Excavating over areas exc 1.5 m deep but n.exc 3.00m in depth and getting out in hard/ dense soil complete all as specified and directed |
| 38 | Excavating over areas exc 3.00 m deep but n.exc 4.50m in depth and getting out in hard/ dense soil complete all as specified and directed |
| 39 | M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:6 complete all as specified and directed |
| 40 | M&L for Loose filling with graded bricks of gauge 40 to 80 mm insoakage pits, soakage wells complete all as specified and directed |
| 41 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for flat rough finished surface complete all as specified and directed |
| 42 | M&L for Reinforced cement concrete (nominal mix) type B1, 1:2:4 (20 mm graded aggregate) 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 |
