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| 1 | Cleaning of blocked water closet (of any type/pattern) including cleaning and taking out accumulate Sludge/garbage etc and connected pipe line (of any bore) upto 1st manhole till and flushing with water complete all as directed |
| 2 | Cleaning of blocked nahni/floor trap (of any size /type) including connected pipe line (of any bore) upto gully trap/1st manhole including cleaning and taking out accumulate garbage etc and flushing with water, removing the garbage to a distance n.exc 200mtr all as directed Note for Srl Item No 1 & 2 :-(i) The quoted rate of contractor shall comprise the following:-(ii) The contractor/his representative must collect the complaint slip from complaint cell (MES) Missamari within a time period of 9.00AM to 11.00 AM on all working days of MES.These complaints must be attained and completed satisfactorily within 48 hrs of its receiving all as directed by Engineer-in-Charge.(iii) After rectification/completion of complaints, complaint slip duly signed by user shall be submitted to Engg-in-charge and shall be must be submitted alongwith the RAR/Final Bill for payment. (iii) Necessary T&P, ladders, bamboos etc as required is demmed to be inclusive of the Unit rate quoted(iv) If the contractor fails to complete the complaints within the stipulated time, he will be penalised at a rate of Rs. 250 per 12 hrs and decission of GE shall be full and final and no representation shall be entertained at later stage. |
| 3 | Cleaning ofunder ground sewage lineSGSW/RCC/HDPE pipe line, depth upto 1.5mtr depth of any size/bore either manually (by pushing a piece of bamboo split, tied with gunny bags at one end from one manhole to another manhole) or by mechanically operated pump includingdewatering, desilting and well flushing the line with water and testing on completion complete as directed.Note:- All sludge/debries shall be removed and deposit in excavated earth, Sprinkling Bleaching Powder on deposited Sludges at Earth Pit including Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site) |
| 4 | All as per item No. 3 here-in-above butdepth exc 1.5mtr and not exc 3 mtr |
| 5 | All as per item No. 3 here-in-above butdepth exc 3 mtr and not exc 4.5 mtr |
| 6 | M&L Cleaning SEPTIC TANK 10 USERS by opening Cover, Pumping out Sewage Water and taking out accumulated Night Soils, Sludges, Brick Bats or any other Items, re-fixing the Cover after cleaning of Septic Tank, removing and carrying Night Soils, Sludges, Brick Bats, etc. to a distance exc. 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level), Sprinkling Bleaching Powder on deposited Sludges at Earth Pit including Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 7 | M&L Cleaning SEPTIC TANK 25 USERS by opening Cover, Pumping out Sewage Water and taking out accumulated Night Soils, Sludges, Brick Bats or any other Items, re-fixing the Cover after cleaning of Septic Tank, removing and carrying Night Soils, Sludges, Brick Bats, etc. to a distance exc. 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level), Sprinkling Bleaching Powder on deposited Sludges at Earth Pit including Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 8 | M&L Cleaning SEPTIC TANK 50 USERS by opening Cover, Pumping out Sewage Water and taking out accumulated Night Soils, Sludges, Brick Bats or any other Items, re-fixing the Cover after cleaning of Septic Tank, removing and carrying Night Soils, Sludges, Brick Bats, etc. to a distance exc. 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level), Sprinkling Bleaching Powder on deposited Sludges at Earth Pit including Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 9 | M&L Cleaning SEPTIC TANK 100 USERS by opening Cover, Pumping out Sewage Water and taking out accumulated Night Soils, Sludges, Brick Bats or any other Items, re-fixing the Cover after cleaning of Septic Tank, removing and carrying Night Soils, Sludges, Brick Bats, etc. to a distance exc. 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level), Sprinkling Bleaching Powder on deposited Sludges at Earth Pit including Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 10 | M&L Cutting into existing manholes for connecting new Drains Pipe 150mm bore, making good to pipes and rendering, cutting out existing benching for and forming Branch Channel (½ Round or ¾ Section) in Cement Concrete 1:2:4 (20mm graded aggregate),Smooth finished and Reforming Benching as required,complete all as specified and as directed. |
| 11 | M&L Cutting into existing manholes for connecting new Drains Pipe 200mm bore, making good to pipes and rendering, cutting out existing benching for and forming Branch Channel (½ Round or ¾ Section) in Cement Concrete 1:2:4 (20mm graded aggregate),Smooth finished and Reforming Benching as required,complete all as specified and as directed. |
| 12 | M&L Cleaning MANHOLE, depth upto 1.50 METRE, by opening Cover and taking out accumulated Brick Bats, Garbage, Silts or any other Items, re-fixing the Cover after cleaning of Manhole, removing and carrying Brick Bats Garbage, Silts, etc. to a distance exc 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level) by Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 13 | M&L Cleaning MANHOLE, depth exc 1.50 METRE and not exc 3.00 METER, by opening Cover and taking out accumulated Brick Bats, Garbage, Silts or any other Items, re-fixing the Cover after cleaning of Manhole, removing and carrying Brick Bats Garbage, Silts, etc. to a distance exc 50 Metre but not exc. 100 Metre and burried (minimum 50 Cm below Normal Ground Level) by Excavating of Earth Pits and Returning, Filling in, Dressing of surplus Soils and providing ground to Slope, etc., (as required /ordered at Site), complete all as specified and as directed. |
| 14 | S&F in repair, 75mm dia of outlet, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. |
| 15 | Demoliation of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for removing debries of the the site complete all as specified and directed. |
| 16 | Demolition of brick work built in cement mortar of any description including all quoins, arches, pillars,etc complete all as specified and as directed. |
| 17 | Excavation in Trenches not exc. 1.50 Metre Wide and not exc. 1.50 Metre in Depth for Foundation etc. or for Shafts, Wells, Cess Pits, Manholes, Pier Holes, Sewage/pipe line.etc. and getting out as in Soft/Loose Soil, complete all as specified and as directed. |
| 18 | Excavation in Trenches exc. 1.50 Metre Wide and not exc. 3.00 Metre in Depth for Foundation etc. or for Shafts, Wells, Cess Pits, Manholes, Pier Holes, Sewage/pipe line.etc. and getting out as in Soft/Loose Soil, complete all as specified and as directed. |
| 19 | Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 25 Cm in Soft/Loose Soil and providing heaps along the Sewage Lines, complete all as specified and as directed. |
| 20 | Removing excavated material and depositing upto a total distance of 50m where directed at a alevel not exc 1.5m above the starting point complete all as specified and directed . |
| 21 | Demolition and breaking up drain pipes 100mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including demoliation of PCC packing under, and haunching to Sides of the Pipes (except Bed), complete all as directed . |
| 22 | Demolition and breaking up drain pipes 150mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including demoliation of PCC packing under, and haunching to Sides of the Pipes (except Bed), complete all as directed . |
| 23 | Demolition and breaking up drain pipes 200mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including demoliation of PCC packing under, and haunching to Sides of the Pipes (except Bed), complete all as directed . |
| 24 | Demolition and breaking up drain pipes 250mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar including demoliation of PCC packing under, and haunching to Sides of the Pipes (except Bed), complete all as directed . |
| 25 | M&L Concrete bed to drain pipes of 100mm bore pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
| 26 | M&L Concrete bed to drain pipes of 150mm bore pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
| 27 | M&L Concrete bed to drain pipes of 200mm bore pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
| 28 | M&L Concrete bed to drain pipes of 250mm bore pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
| 29 | Supplying, laying and testing of 100 mm internal dia of double wall corrugaed (DWC) high density polythylene pipe (HDPE) and stiffness classes 8 (SN-8) with ISI marked (With CML No ) with and including all fittings & jointing materials for connection of sewage line complete all as specified and directed. |
| 30 | Supplying, laying and testing of 150 mm internal dia of double wall corrugaed (DWC) high density polythylene pipe (HDPE) and stiffness classes 8 (SN-8) with ISI marked (With CML No ) with and including all fittings & jointing materials for connection of sewage line complete all as specified and directed. |
| 31 | Supplying, laying and testing of 200 mm internal dia of double wall corrugaed (DWC) high density polythylene pipe (HDPE) and stiffness classes 8 (SN-8) with ISI marked (With CML No ) with and including all fittings & jointing materials for connection of sewage line complete all as specified and directed. |
| 32 | Supplying, laying and testing of 250 mm internal dia of double wall corrugaed (DWC) high density polythylene pipe (HDPE) and stiffness classes 8 (SN-8) with ISI marked (With CML No ) with and including all fittings & jointing materials for connection of sewage line complete all as specified and directed. |
| 33 | M&L Brickwork with sub class ‘B’ bricks straight or curved on plan exc 6 mmean radius built in cement mortar 1:6complete all as specified and directed. |
| 34 | All as per item No 33 here-in-above but expect Brick built in cement mortar 1:6complete all as specified and directed. |
| 35 | M&L 15mm thick rendering with cement mortar (1:4)on fair faces of brick work mixed with water proofing compound as per manufacturer\"s instructions and finishing the surface even and smooth without using extra cement complete all as specified and as directed.Note:- WPC shall be measured and paid seperately under appropiate item. |
| 36 | Supply only integral Water proofing compund, complete all as specified and directed. |
| 37 | M&L plain cement concrete type D2 (1:4:8) using 40mm graded stone aggregate as in Cement concrete inin foundations, filling and mass concrete complete all as specified and directed. |
| 38 | M&L Precast reinforcedcement concrete type 1:2:4 (using 20mm graded aggregate) cover slab as in drain cover, manhole cover, etc, set in cement mortar 1:6 including demoliation of existing unserviceable cover slab of any description and removing debries complete all as specified and directed. |
| 39 | M&L TMT reinforcement 10 mm dia and over cut to length bent to shape including cranking, banding spirally for hooping columns, hookingend and binding with and includingmild steel wire not less than 0.90 mm dia (annealed) complete all as specified anddirected . |
| 40 | M&L plain cement concrete type C2 (1:3:6) using 40mm graded stone aggregate as in Cement concrete insurface channels and drains complete all as specified and directed. |
| 41 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed. |
| 42 | M&L mild steel rungs as in steps of manhole confirming to Fe.290. Gde-E-165, including necessary prepration of surface and applying a two coats of black bituminious paint complete all as specified anddirected. |
| 43 | S&F 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete. complete all as specified and as directed. |
| 44 | S&F 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete. complete all as specified and as directed. |
| 45 | M&L 75mm thick cement concrete (1:3:6) type C-2( using 40mm graded crushed stone aggregate) as in plinth protection laid in alternatebays (not exceeding 2 Sqm each)and finished even and smooth without using extra cement and providing jointsthroughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed. |
| 46 | S&F in repair, 75mm bore PVC (SWR) pipes single socketed in any length with necessary fittings as required with rubber ring joints fixed to walls/Ceilings complete all as specified and as directed. |
| 47 | S&F in repair, 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches complete all as specified and as directed. |
| 48 | M&L plain cement concrete type B1 (1:2:4) using 20mm graded stone aggregate as cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating,complete all as specified and directed. |
| 49 | S&F in repair, 150mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed. |
| 50 | S&F in repair, 200mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed. |
| 51 | S&F in repair, 450mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 52 | S&F in repair, 600mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and as directed. |
| 53 | M&L Concrete bed to drain pipes of 450mm bore pipe,laid as in bed of pipe in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
| 54 | M&L Concrete bed to drain pipes of 600mm bore pipe laid as in bed of pipe in 1:3:6 type C2 (40mm graded aggregate) complete all as specified and directed. |
