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| 1 | Cleaning Man Holes ofdepth upto 600 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrsand covering under earth etc complete all as specified and as directed including removing and refixing cover slab in position.Note : (i) Rep of Contractor will collect the complaint slip from AGE B/R-I DSSC complaint cell and return back after rectification of the complaints on daily basis.(ii) Quoted rate will be inclusive ofMechanical cleaning also, no whatsoever any claim will be entertain by the Govt. |
| 2 | Cleaning Man Holes ofdepth depth exceeding 600 mm and not exceeding 1500 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrsand covering under earth etc complete all as specified and as directed including removing and refixing cover slab in position. Note : (i) Rep of Contractor will collect the complaint slip from AGE B/R-I DSSC complaint cell and return back after rectification of the complaints on daily basis.(ii) Quoted rate will be inclusive ofMechanical cleaning also, no whatsoever any claim will be entertain by the Govt. |
| 3 | Cleaning Man Holes ofdepth depth exceeding 1500 mm and not exceeding 3000 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrsand covering under earth etc complete all as specified and as directed including removing and refixing cover slab in position. Note : (i) Rep of Contractor will collect the complaint slip from AGE B/R-I DSSC complaint cell and return back after rectification of the complaints on daily basis.(ii) Quoted rate will be inclusive ofMechanical cleaning also, no whatsoever any claim will be entertain by the Govt. |
| 4 | Cleaning Man Holes ofdepth depth exceeding 3000 mm, any size, removing the clogged mud, musk etc to a distance not less than 50 mtrsand covering under earth etc complete all as specified and as directed including removing and refixing cover slab in position.Note : (i) Rep of Contractor will collect the complaint slip from AGE B/R-I DSSC complaint cell and return back after rectification of the complaints on daily basis.(ii) Quoted rate will be inclusive ofMechanical cleaning also, no whatsoever any claim will be entertain by the Govt. |
| 5 | Cleaning/clearing of blockages of Gully/Nahni Trap /IWC/EWC etc… complete all as specified and as directed. |
| 6 | Cleaning of blocked sewage line/soilpipes upto 200 mm boreby manullay or mechanicaly all as specified. |
| 7 | M & L for removing of shurbs or bhuses and vegetation and prepration of ground for excavation for sewage lineall as specified and as directed. |
| 8 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed. |
| 9 | Excavating in trenches n exc 1.50 mtr wide and not exc 1.50 mtr in depth for foundation etc. or for shafts wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard /dense soil all as specified and as directed. |
| 10 | All as per Item No. 8 above but exceeding 1.5m and not exceeding 3.0 M deep in hard/dense soil all as specified and as directed. |
| 11 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm all as specified and as directed. |
| 12 | Removing excavaed materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points (soils). |
| 13 | Demolition and breaking upto 200mm bore drain pipes ( SGSW /AC, reinforced concrete or DWC pipe etc) complete in concrete bed set in cement concrete all as specified and as directed. |
| 14 | M&L 200 mm dia high strength HDPE Double wall corrugated Pipe (DWC Pipes) with corrosion resistant laid and jointed complete all as per manufacturer\"s instructions all as specified and as directed. |
| 15 | M&L 160 mm dia high strength HDPE Double wall corrugated Pipe (DWC Pipes) with corrosion resistant laid and jointed complete all as per manufacturer\"s instructions all as specified and as directed. |
| 16 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 200 mm dia of pipe, complete all as specified. |
| 17 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 150 mm dia of pipe, complete all as specified. |
| 18 | Taking down PVC/CI pipe jointed in cement mortar taking out of wall up to 110mm dia all as specified and directed |
| 19 | S&F110 mm bore PVC (SWR) pipessingle socketed in any length with rubber ring joints fixed to walls/trenches complete all as specified and as directed. |
| 20 | S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed. |
| 21 | S&F 110 mm bore PVC (SWR) bends any radius complete all as specified and as directed. |
| 22 | S&F 75mm bore PVC (SWR) bends any radius complete as specified and as directed. |
| 23 | S&F110 mm bore PVC (SWR) branch piece with access door, single (single T) equal or unequal complete all as specified and as directed. |
| 24 | S&F 75mm bore PVC (SWR) junction single, (Single T) equal or unequal with access door complete as specified and as directed. |
| 25 | S&F 110mm bore PVC (SWR) junction single, (Single Y) equal or unequal with access door complete as specified and as directed. |
| 26 | S&F 110mm x 75 mm bore PVC (SWR) reducers complete all as specified and as directed. |
| 27 | S&F110 mm bore PVC (SWR) vent cowl complete as specified and as directed. |
| 28 | S&F 75mm bore PVC (SWR) vent cowl complete as specified and as directed. |
| 29 | S & F in repair, vitreous china squatting pan (Orissa Pattern) of size 580 x 440 mm white with integral foot rest, incl \"P\" or \"S\" trap & front or back inlet including demolition and fixing new tile complete all as specified |
| 30 | Dismantle of floor &hearth wall tiling including cement motar bedding of any description laid bedded and pointed complete all as specified and as directed. |
| 31 | M&L for nonskid coloured ceramic tiles 7mm thick areaof each tiles exeeding 0.06 sqm but not exceeding 0.11 sqm in floors etc. set and jointed neat cemet slury and pointed in coloured cement to match completeall as specified and as directed. (Notes : Screed bed measured and paid separately) |
| 32 | M&L glazed ceramic colouredtiles (450x350x 7mm) thick on vertical surfaces such as skirting, dados and risers to steps etc. set and jointed neat cemet slury and pointed in coloured cement to match the colouring tile complete all as specified and as directed. (Notes :Plastershallbe measured and paid separately) |
| 33 | M&L Rendering 10mm thick in cement mortar 1:4on fair faces of brick/stone or concretesurfaces for backing of dado/skirtingall as specified and as directed. |
| 34 | M&L Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 all as specified and as directed. |
| 35 | S/F In repairs for removal of old PVC/cast iron loor trap incl wall crossing pipe and fixed with new outlet 75mm pvc (swr) floor trap with stainless steel grating and new wall crossing and filling with pcc 1:2:4 with water proofing compound including matchng with existed tile and joining with outer pipe line with solvent all as specified and as directed. |
| 36 | Demolition of brick work/pre cast concrete article built incement mortarall as specified and as directed |
| 37 | Material and labour for precast cement concrete solid building blocks masonaryexe 10 cm in width and setting in mortar 1:4 type C-1 1:3:6(20 mm graded agregate) complete all as specified and as directed. |
| 38 | Material and labour for precast cement concrete solid building blocks masonary exe 10 cm in width and setting in mortar 1:4 type C-1 1:3:6(20 mm graded agregate) except blocks complete all as specified and as directed. |
| 39 | Taking down cement plaster of any descreption and in any position of brick or concrete surfaces & racking out joints hacking for key, scrubbing down with water etc all as specified and directed |
| 40 | Material and labour for15 mm thick rendering in cement mortar 1:4using water proofing compoundon brick/concrete surfaces, finished even and smooth with out using extra cement Note:- Supply only water proofing compound shall be paid and measured seperately. |
| 41 | Material and labour for20 mm thick rendering in cement mortar 1:4using water proofing compoundon brick/concrete surfaces, finished even and smooth with out using extra cement Note:- Supply only water proofing compound shall be paid and measured seperately. |
| 42 | Supply onlyIntegral Liquid water proofing compound. |
| 43 | M&L for preparation of new surfaces, of plastered surface of walls andapplying two coats of Wheather coating external emulsion over a coat of primer to beapproved applicator of the manufacturer of the paint complete all as specified and as directed. |
| 44 | Material and labour for15 mm thick rendering in cement mortar 1:6 on brick/concrete surfaces, finished even and smooth with out using extra cement. |
| 45 | Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in cement mortar, all as specified and directed. |
| 46 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment laid complete all as specified and as directed. |
| 47 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment laid except tiles complete all as specified and as directed. |
| 48 | M&L for sand cushioning over concrete surfaces, spread all as specified. |
| 49 | M&L for Rubber moulded Chequered cement concrete tiles of size 30 cm x 30 cm x 25 mm thick, in white cement with pigment, set, jointed in neat cement slurry & pointed in coloured cement, as in floors, laid over and including 20 mm thick screed bed in cement mortar 1:4 complete all as specified and directed. |
| 50 | M&L for Rubber moulded Chequered cement concrete tiles of size 30 cm x 30 cm x 25 mm thick, in white cement with pigment, set, jointed in neat cement slurry & pointed in coloured cement, as in floors, laid over and including 20 mm thick screed bed in cement mortar 1:4 except tiles complete all as specified and directed. |
| 51 | M&L 75mm thick PCC 1:4:8 type D2 (40 mm graded aggregate) as in Sub base floor finished even and rough to receive the top layer |
| 52 | M&L 75mm thick Plain Cement Concretetype C-1, 1:3:6 (20mm graded stone aggregate)as in floors, etc. finished even & fair without using extra cement complete as specified and as directed. |
| 53 | Demolition of reinforced cement Concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for |
| 54 | M&L for providing precast cement concrete Type B1 1:2:4 (20mm graded aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces Set in cement mortar 1:6.Note:- reinforcement steel will be measured and paid seperately. |
| 55 | Separating, scraping and cleaning of reinforcement (Demolition of concrete measured separately) complete all as specified and as directed. |
| 56 | Material and labour for TMT bars, 6 to 8mm dia cut to length bent to shape required including cranking, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia. |
| 57 | Demolition of cement concrete(unreinforced) in ground floor and paving exceeding 15 cm thickness below or above ground level . |
| 58 | Cleaning of PCC / stone masonry / brick masonry drains not exceeding 1.5 metre deep by removing of deposited soft / loose soil and other foreign materials not exc 30 cm deep and average 15 cm deep and removal of excavated material to a distance exc 1 km but n.exc 2 km complete all as specified and directed by Engineer-in-charge.Note:- width of bottom of drain multiplied by the length of drain cleaned shall be measured for payment. |
| 59 | Cutting into existing manhole for connecting new drain pipes of 150 mm internal dia, making good to pipes 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 B1 smooth finished, and reforming benching as required |
| 60 | Cutting into existing manhole for connecting new drain pipes of 200 mm internal dia, making good to pipes 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 B1 smooth finished, and reforming benching as required |
| 61 | Material and labourfor Plain cement concrete 1:2:4, type B1, using 20mmgraded stone aggregate as in coping/benching including necessary form work. |
| 62 | Cleaning of the septic tank of any capacity including dewarering and desludging inlet chambers by mechanical vechical mounted removing the waste material and sludge to a distance exceding 500 Mtr and depositing in the borrow pits all as specified and as directed. |
| 63 | M&L for Fiber Reinforced Polymer (FRP) Manhole cover with frame of Size 750x750mm, any colour having minimum 5 Ton heavy weight handling capacity & anti-skid surface and high temprature resisitant complete incl fixing as per manufacturer\"s instructions all as specified and as directed. |
| 64 | M&L for Fiber Reinforced Polymer (FRP) Manhole cover with frame of Size 600x600mm, any colour having minimum 5 Ton heavy weight handling capacity & anti-skid surface and high temprature resisitant complete incl fixing as per manufacturer\"s instructions all as specified and as directed. |
| 65 | M&L for Fiber Reinforced Polymer (FRP) Manhole cover with frame of Size 450x450mm, any colour having minimum 5 Ton heavy weight handling capacity & anti-skid surface and high temprature resisitant complete incl fixing as per manufacturer\"s instruction all as specified and as directed. |
