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| 1 | Demolition of plain cement concrete (Un reinforced) in benching and surface channels,bedding etc. below or above ground level. |
| 2 | M&L for plain cement concrete 1:4:8 Type D2 using 40mm graded aggregateas in foundation, filling in mass concrete for manholes & drains etc complete all as specified and directed by Engr-in-Charge. |
| 3 | M&L for plain Cement concrete 1:2:4 Type B1 using 20 mm graded aggregate as in benching and surface channel of Manholes etc complete all as specified and directed by Engr-in-Charge. |
| 4 | M&L for plain cement concrete 1:3:6 Type C1 using 20mm graded aggregate as in coping including form work etc complete all as specified and directed by Engr-in-Charge. |
| 5 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar as in concrete bed, haunching set in cement mortar of 150 mm Dia complete all as specified. |
| 6 | M&L for reinforced concrete NP2 drain pipes 150 mm Diapipes confirming to ISlaid in trenches and jointed in CM 1:2complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for Concrete bed to drain pipes including packing under haunching against the sides of pipe after they are laid and tested; in cement concrete1:4:8 type D-2 for 150mm dia pipe complete all as specified and directed by Engr-in-Charge. |
| 8 | Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide in manholes,etc. and getting out any type of Soil complete all as specified. |
| 9 | Returningfilling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc all complete. |
| 10 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point. |
| 11 | Demolition of brickwork orstone / boulder masonry,laid drybuilt in cement or cement lime mortar all as specified and directed. |
| 12 | M&L for squared rubble walling, Jodhpur type brought up to courses, well bonded, bedded and solidlyhearted, built in cement mortar (1:6) complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for squared rubble walling, Jodhpur type brought up to courses, well bonded, bedded and solidlyhearted, built in cement mortar (1:6)but except stone, complete all as specified and directed by Engr-in-Charge. |
| 14 | M&L for squared rubble walling, brought upto course Jodhpur type well bonded bedded laid dry complete all as specified and directed by Engr-in-Charge. |
| 15 | Ditto as item no 14 above but except stone complete all as specified and directed by Engr-in-Charge. |
| 16 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses all as specified & directed by Engineer-in-Charge. |
| 17 | M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement incl, forms mould, mi-tred/stopped ends etc. |
| 18 | M&L for rendering 15mm thick in CM 1:4 on stone masonary sufaces including finished even and smooth using extra cement complete all as specified and directed by Engr-in-Charge. |
| 19 | M&L for preparing new plastered surfaces of walls and applying one coat of white wash complete all as specified & directed by Engineer-in-charge. |
| 20 | M & L for cutting in to existing manhole for connectiing new drain 150 mm bore , making good to pipe & rendering cutting out existing benching for & forming branch channel in cement concrete ( 1:2:4) type B1 smooth finished& reforming benching as requierd. |
| 21 | M&L for Dewatering and desludging of foul water and Sludge from soakage wells/Septic tanks manually or mechanically in a closed vessel/container vehicle to a distance outside MD landas directed by Engineer-in-Charge.Note :- The actual volume of foul water shall be measured and paid in this item. |
| 22 | Dismantaling Stone slabs and tiles of any description or thickness in floors, aprons laid bedded any pointed in any mortar |
| 23 | M&L for jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted, set, jointed and grouted in lime mortar 1:3 or cement mortar 1:6 complete complete all as specified and as directed by the Engineer-in-Charge |
| 24 | M&L for 5cm thick Sand stone slabs in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc.n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4. completecomplete all as specified and as directed by the Engineer-in-Charge |
| 25 | Dismantling of cast iron RCC, AC or PVC pipe jointed in CM any size of dia |
| 26 | S&F PVC (SWR) pipes of 110 mm dia, single socketed fixed to walls |
| 27 | S&F PVC (SWR) pipes of 75 mm dia, single socket fixed to walls |
| 28 | S&F 100 bore of pipe stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof. |
| 29 | S&F PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm dia out let |
| 30 | S&F PVC (SWR) bends with access door of 110 mm dia, any radius |
| 31 | S&F PVC(SWR) bends with access door of 75 mm dia, any radius |
| 32 | S&F PVC (SWR) bends of 110 mm dia, any radius |
| 33 | S&F PVC (SWR) bends of 75mm dia, any radius |
| 34 | PVC (SWR) vent cowl, 100 mm dia |
| 35 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for |
| 36 | M&L for precast cement concrete 1:2:4 Type B1 using 20 mm graded aggregate, incover slabs (for man holesetc.)Set in CM 1:6 complete all as specified and directed by Engr-in-Charge. |
| 37 | M&L for TMT steel bars 10mm dia and over, 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 orsecuring with clips. |
