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| 1 | M&L for systematically cleaning of blockage of WC Indian, Orrisa pattern or European type and bathroom / kitchen including cleaning of Nahani traps / gully traps / floor trap by removing of all the mud/ sludge and getting out in including cleaning of SGSW or CI pipe upto 1st manhole and depositng the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of pit including excavation and earth work, complete all as specified and directed.Notes :- (a) The contractor or his authorised representative shall collect the complaints of all blockage from complaint cell/ Engr-in-Charge on daily basis and all complaints will be rectified by the contractor with in same day and returne the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-Charge. If he fails to complete the work with in same day then a recovery will be made @ Rs 50.00 per complaint per day.(b) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor.(c) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engineer-in-Charge without any extra cost to Govt. |
| 2 | M&L for systematically cleaning of the sewage lines including gully traps by passing ropes, knots, bamboo/ wire/ kandi rotary cleaner etc. for any type of dia of sewage pipe line, complete all as specified and directed. |
| 3 | Cleaning and desludging of manholes of any size, shape and depth including pumping out liquid waste if any, removing all solid waste materials such as stones, bricks, pipes, plastic muds etc, pluggings / diverting of flow if required and removing the debries outside MD land etc including all precautionary and safty measures, complete all as specified and directed. |
| 4 | M&L for cleaning and desludging of existing septic tanks (capcity for 10 user to 500 users) and opening covers and including inlet and outlet chambers and soakage well, taking out sludge and sewage water in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means and removing waste material / sludge etc. to a distance not exc 50 mtr including digging, burrying in ground (Qty of desludging taken out not exc 12.0 Cum and dewatering not exc 12.0 Cum from each Septic tank), complete all as specified and directed.Notes :- (a) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor.(b) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth.(c) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing manhole covers. (d) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 5 | M&L for de-watering of existing septic tanks for (10 user to 500 users) and opening covers and including inlet and outlet chambers and soakage well, taking out sludge & sewage water in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means and removing waste material / sludge etc. to a distance not exc50 mtr including digging, burrying in ground (Qty of desludging taken out not exc 12.0 Cum and dewatering not exc 12.0 Cum from each Septic tank), complete all as specified and directed.Notes :- (a) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor.(b) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth.(c) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing manhole covers. (d) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. |
| 6 | Excavation in trenches, not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation or for shafts, wells, cesspits, manholes, pier holes, pipe lines etc. and getting out in any type of soil, complete all as specified and directed. |
| 7 | Excavation in trenches, not exc 1.5 mtr wide and depth exc 1.50 mtr but not exc 3.0 mtr for foundation or for shafts, wells, cesspits, manholes, pier holes, pipe lines etc. and getting out in any type of soil, complete all as specified and directed. |
| 8 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick, complete all as specified and directed. |
| 9 | Removing excavated material (soils) to a distance exc 50 mtr but not exc 100 mtr and depositing where directed at level not exc. 1.5 mtr above the starting point, complete all as specified and directed. |
| 10 | Demolition and breaking up 100mm bore drain pipes (salt glazed ware, AC or Reinforced), set in cement mortar, complete all as specified and directed. |
| 11 | Demolition and breaking up 150mm bore drain pipes (salt glazed ware, AC or Reinforced), set in cement mortar, complete all as specified and directed. |
| 12 | Demolition and breaking up 200mm bore drain pipes (salt glazed ware, AC or Reinforced), set in cement mortar, complete all as specified and directed. |
| 13 | M&L for 100mm bore salt glazed stoneware (SGSW) drain pipe (Grade-A), laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed. |
| 14 | M&L for 150mm bore salt glazed stoneware (SGSW) drain pipe (Grade-A), laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed. |
| 15 | M&L for 200mm bore salt glazed stoneware (SGSW) drain pipe (Grade-A), laid in trenches and jointed in CM 1:1 and tested, complete all as specified and directed. |
| 16 | M&L for concrete bed in PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) to 100mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 17 | M&L for concrete bed in PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) to 150mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 18 | M&L for concrete bed in PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) to 200mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed. |
| 19 | Cutting into existing manholes for connecting new drain, making good to open 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, complete all as specified and directed. |
| 20 | M&L for 150mm bore reinforced concrete pipe, class NP-2, laid and jointed complete with collars, complete all as specified and directed. |
| 21 | M&L for 200mm bore reinforced concrete pipe, class NP-2, laid and jointed complete with collars, complete all as specified and directed. |
| 22 | Dismantling of 75/100mm dia (internal) cast iron or reinforced concrete drain pipes,jointed in cement mortar and taking out of trenches, if required, complete all as specified and directed. |
| 23 | S&F 100mm bore sand cast iron, soil, waste and vent pipes in any length with or without ears with cement joints, laid in floor, trenches or fixed to walls with suitable size MS clamps, complete all specified and directed. |
| 24 | S&F 75mm bore sand cast iron, soil, waste and vent pipes in any length with or without ears with cement joints, laid in floor, trenches or fixed to walls with suitable size MS clamps, complete all specified and directed. |
| 25 | S&F in replacement 100mm bore sand cast iron bends / reducer / Tee (any radius)with access door, diminishing pieces or tapers (larger bore measured), complete all as specified and directed. |
| 26 | S&F in replacement 75mm bore sand cast iron bends / reducer / Tee (any radius)with access door, diminishing pieces or tapers (larger bore measured), complete all as specified and directed. |
| 27 | S&F in replacement 100mm bore sand cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and directed. |
| 28 | S&F in replacement 75mm bore sand cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and directed. |
| 29 | S&F in replacement cast iron vent cowl for 100mm bore pipe, complete all as specified and directed. |
| 30 | S&F in replacement cast iron vent cowl for 75mm bore pipe, complete all as specified and directed. |
| 31 | Taking down cement plaster of any description on brick work or stone masonry or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed. |
| 32 | M&L for 15mm thick cement plaster on the fair face of brick work or concrete surface in cement mortar 1:4 with using water proofing compund, finished the surface even and smooth without using extra cement, complete all as specified and directed.Note :- Rates for WPC shall be deemed to inlclude in the quoted rates. |
| 33 | Demolition of brick work or stone masonry, built in cement mortar including all quoins, arches, pillars etc. but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed. |
| 34 | M&L for brick work with sub class \"B\" bricks, old size, straight or curved on plan, exceeding 6 metre mean radius, built in cement mortar 1:6, complete all as specified and directed. |
| 35 | All as per serial item No. 34.00 here-in-above but except bricks. |
| 36 | M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified and directed. |
| 37 | All as per serial item No. 36.00 here-in-above but except stones. |
| 38 | M&L for flush pointing to random rubble, uncoursed, brought upto course stone masonry or concrete block walling in cement mortar 1:4, complete all as specified and directed. |
| 39 | M&L for plain cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in coping etc including necessary formwork as required, complete all as specified and directed. |
| 40 | M&L for plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in surface channel or drain including necessary formworkas required, complete all as specified and directed. |
| 41 | M&L for precast concrete cover slabs for manholes in cement concrete 1:2:4 typeB-1 (using 20mm graded crushed stone aggregates) with plain faces, finished fair and smooth, set in CM 1:6 and including necessary formwork if required and demolition of old cover slabs, complete all as specified and directed. |
| 42 | M&L for MS TMT bars 8mm dia and over as in reinforcement for concrete, cut to length, bent to shape required including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 43 | Demolition of cement concrete (un-reinforced) as in ground floor and paving, not exe 15cm thickness (below or above ground level), complete all as specified and directed. |
| 44 | M&L for chequered cement concrete tiles, glossy finish, size of each tile 30cm x 30cm x 25mm thick with grey cement and admixtures, laid/ fixed over and including 15mm thick screed bed in cement mortar 1:4 as in floor, set, jointed and pointed in neat cement slurry, complete all as specified and directed. |
| 45 | M&L for machine pressed rubber moulded, manufactured/ compacted by vibrating table method precast concrete interlocking paver block, laquor finish of any shape and size, confirming to IS:15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment and joints filled with sand, complete all as specified and directed. |
| 46 | M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. |
| 47 | M&L for PCC 1:4:8 type D-1 (using 40mm graded crushed stone aggregate) as infoundation, mass concrete, sub base or floor, complete all as specified and directed. |
| 48 | M&L for prepration of new plaster surfaces of walls and applying two coats of cement based paint over a coat of alkali resistant cement base primer, complete all as specified and directed. |
| 49 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. |
