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| 1 | Demolition concrete of any description and in any position not otherwise specifically provided for cement concrete (unreinforced) complete all as specified and as directed by Engineer-in-Charge. |
| 2 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins,arches, pillars, etc but excluding ashlar facing, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge. |
| 3 | Excavating in trenches, not exc 1.5 mtr wide and n.exc 1.5 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 mtr in depth and getting out in soft/loose soil complete all as specified and directed. |
| 4 | Description all as per item No 3 above but exc 1.5m deep & not exc 3.00m deep complete all as specified and as direceted . |
| 5 | Returning, filling in foundation/trenches including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in soft loose soil complete all as specified and directed. |
| 6 | Removing surplus excavated soil/materials to a distance not exceeding 1000 Mtr and depositing where directed at a level not exceeding 1.5 Mtr from the starting point, complete all as specified and as directed by Engineer-in-Charge. |
| 7 | Demolition/Breaking up Drain Pipes (SGSW) 100mm bore (dia), Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipes (except Bed), complete all as specified and as directed. |
| 8 | Description all as per item 07 but 150mm internal dia pipe complete all as specified and as directed. |
| 9 | Description all as per item 07 but 200mm internal dia pipe complete all as specified and as directed. |
| 10 | Description all as per item 07 but 300mm internal dia pipe complete all as specified and as directed. |
| 11 | M&L Concrete bed to 100mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6) complete all as specified and directed by Engr in-charge. |
| 12 | M&L Concrete bed to 150mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6) complete all as specified and directed by Engr in-charge. |
| 13 | M&L Concrete bed to 200mm dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6) complete all as specified and directed by Engr in-charge. |
| 14 | M&L Concrete bed to 300mm ID dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6) complete all as specified and directed by Engr in-charge. |
| 15 | M&L for DWC(Double wall corrugated) HDPE pipes of size 100mm (ID dia ) confirming to IS - 16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge. |
| 16 | M&L for DWC(Double wall corrugated) HDPE pipes of size 150mm (ID dia ) confirming to IS - 16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge. |
| 17 | M&L for DWC(Double wall corrugated) HDPE pipes of size 200mm (ID dia ) confirming to IS - 16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge. |
| 18 | M&L for DWC(Double wall corrugated) HDPE pipes of size 300mm (ID dia ) confirming to IS - 16098 Part-II of strength/stiffness class SN 8 laid in trenches on conrete bed to level/gradient , jointing as per manufacturers instructions including jointing accessories as required complete all as specified as directed by Engr-In-Charge. |
| 19 | M&L for plain cement concrete 1:4:8,type D 2 as in foundations, and mass concrete over rammed earth . |
| 20 | M&L Brick work with sub class 'B' bricks straight of curved on plan exc 6m mean radius built in CM 1:6 including flush pointing with same mortar as the work proceed complete as specified. |
| 21 | Dismantling Bricks (laid Flat in Floor or laid on Side Walls of Brick Drains, Channels), etc., Bricks laid, bedded and pointed in any Cement Mortar, complete all as specified and as directed. |
| 22 | M&L Brick Work with size Sub-Class 'B' Bricks, laid on Edge as Side Walls of Brick Drains in Slope, Bedded and Jointed in Cement Mortar 1:6 and Pointed in Cement Mortar 1:3, complete all as specified and as directed. |
| 23 | M&L for half brick work burnt modular bricks built in cement mortar 1:4 straight or curved on plan exceeding 6mtr mean radius and all as directed. |
| 24 | M & L providing cement concrete (1:2:4) type B1 (20 mm graded aggregate ) in copings, benching, kneelers, apex stones, bed plates,water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete all as specified and directed. |
| 25 | M&L PCC in surface channels,benching in sewers,drains etc type B1 (1:2:4) using 20 mm graded stone aggregate complete all as specified and directed by Engr in-charge. |
| 26 | 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 specified and directed. |
| 27 | M&L 15 mm thick rendering in cement mortor 1:4 with water proofing compound (2% by weight of cement)finished even and smooth without using extra cement on fair faces of brick work or concrete surfaces. (Note- WPC shall be measured and paid separetely) |
| 28 | Supply only water proofing compound complete all as specified and as directed. |
| 29 | Material and labour for preparation of new plastered surfaces and applying two coats of white wash on wall, complete all as specified and as directed. |
| 30 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of rubbish from site complete all as specified and directed. |
| 31 | M&L for pre-cast cement concrete 1:2:4 type B1 (using 20mm graded aggregate) as in man hole cover, with plain fair faces including chamfers, weathering throttling etc and set in cement mortor (1:4) complete with joint to match including necessary form work complete all as specified and as directed by Engr-in-Charge |
| 32 | S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed. |
| 33 | S&F mild steel rungs as in steps of manhole confirming to Fe -290 GDE E- 165 complete all as specified and as directed. |
| 34 | M&L Sand filling under floors or in foundations including watering and conosoldiation complete all as specified and as direceted. |
| 35 | M&L for broken stone or boulders of hardcore of gauge n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface complete all as specified and as directed. |
| 36 | M&L for 100mm thick PCC type D2 1:4:8 using (40mm gradded aggregate) as in sub base complete all as specified and as directed. |
| 37 | M&L for 75mm thick PCC 1:3:6 Type C-2 using 40mm graded stone aggregate in pavement/hard-standing laid in alternative panels, surface finished even and fair including necessary form work, complete all as specified and directed. |
| 38 | S & F Exterior designer tiles of size 300x300x18 to 20mm thick in floors set and jointed in adhesive compound with manufacturers instruction and pointed in white or coloured cement to match the shade of tiles as in floor including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed. |
| 39 | M&L Providing and laying 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 plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as direceted. |
| 40 | M&L for 75 mm thick pcc 1:3:6 type C2 using 40mm graded aggregate as in plinth course as directed by engineer in charge. |
| 41 | Dismantling floor, hearth or wall tiling incuilding cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the permises complete all as specified and as directed. |
| 42 | M & L in repair Glazed ceramic coloured tiles in vertical surfaces 450x 350x 7 mm thick set and jointed in adhesive compound as per manufacturers instructions & painted in white or colour cement to match incl sreed bed 10 mm thick in CM 1:4 complete all as specified and as directed. |
| 43 | M&L Non - skid coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed adhesive compound as per manufacturers instructions and pointed in white or coloured including Screed bed or bedding layer of cement mortar 1:6, 15 mm thick for laying floor finishes complete all as specified and as directed. |
| 44 | M&L Heavy duty Coloured Ceramic Tiles 600x600x 15mm thick, in Floors, set and jointed in adhesive compound as per manufacturers instructions and pointed in White Cement mixed with Pigment to match the colour of tiles over and including 15 mm thick screed bed or bedding layer in CM 1:4, complete all as specified and directed. |
| 45 | S&F in repair PVC (SWR) 75mm bore (dia) soil, waste and ventilating pipe, single socketed in any length with rubber ring joints with and including all necessary fittings such as bend, tee, junctions, traps etc fixed to walls, complete all as specified and as directed. |
| 46 | Supply and fixing in repair 110mm dia PVC, soil waste drain pipe, type 'B' confirming to IS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floors complete all as specified and directed (Note- Rubber rings for pipes and fittings shall be confirm to IS 5382- 1985). |
| 47 | Demolition/Breaking up Reinforced Pipes 600mm bore (dia) & above, Jointed in Cement Mortar of any description including PCC of Packing and Haunching to Sides of the Pipes (except Bed),taking out of trenches. complete all as specified and as directed. |
| 48 | M&L reinforced cement concrete pipes class NP2 600 mm bore laid in trenches at any depth including jointing with collars and testing complete all as specified and as directed. |
| 49 | M&L Concrete bed to 600mm ID dia drain pipes including packing under, & haunching against the sides of pipes after they are laid & tested; in PCC (1:3:6) complete all as specified and as directed. |
| 50 | Cleaning and removing all scale and dirt(local blockage) by de watering pump/bomboos/sewage rod etc from existing manhole/floor trap,nahani trap ,W/C, EWC etcsewage line, of any size/depth and in any position including cleaning and flushing the manhole and removing sludge to a distance exc 150 m but n exc 200 m including burried at a place as directed by engineer in charge to entire satisfaction of Engr-In-Charge complete all as specified and as directed. |
| 51 | Cleaning of under ground existing SGSW/RCC/HDPE pipe line of any dia of pipes line up to 1.50 mtr depth including manholes of any size working/running conditions involving removal of blockages of any kind of sewage lines and manholes by steel/bamboo rodding including desludging, descaling and dechoking of lines whereever required, flushing the entire stretch with water making the stretch clean and funtional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge.(Note :- (All sludge/debried should be deposited in nearest pit & cover with sand & necessary disinfection be carried out OR Removing/depositing of sludge/debries not exc 500mtr beyond the periphery of defence land & covering the entire sludge & solids with local earth). |
| 52 | Description all as per serial item No. 51 here-in-before but depth of line exc 1.50 m and n. exc 3.0m all as specified and directed by Engr in-charge. |
| 53 | Description all as per serial item No. 51 here-in-before but depth of line exc 3.0 m and above.all as specified and directed by Engr in-charge. |
| 54 | M&L Cleaning S/Well or septic tank 10 users capacity by manually/mechnically, pumping out and removing Sewage Water and accumulated Sludges, etc. to a distance exc. 50 Metre but not exc. 100 Metre and buried into ground, sprinkling bleaching powder to stop foul smell, complete all as specified and directed by Engr in-charge.Note : Complain should be attend on daily bases complete all as specified and as directed. |
| 55 | Description all as per item No 54 but 25 user capacity complete all as specified and as directed. |
| 56 | Description all as per item No 54 but 50 user capacity complete all as specified and as directed. |
| 57 | Description all as per item No 54 but 100/150 user capacity complete all as specified and as directed. |
| 58 | Cutting into existing manholes for connecting new drains 150mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed. |
| 59 | Cutting into existing manholes for connecting new drains 200/250mm dia, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed. |
| 60 | Cleaning and removing of blockage from Manholes of any size and upto 1.5m depth incl removing the soil, roots or any other materials from the manholes working/running conditions and flushing the entire stretch with water making the stretch clean and functional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge. |
| 61 | Cleaning and removing of blockage from Manholes of any size and depth exc. 1.5m but n.exc. 3.00m incl removing the soil, roots or any other materials from the manholes working/running conditions and flushing the entire stretch with water making the stretch clean and functional. Removal & depositing any type of sludge/debries to excavated area, spreading necessary Insecticides where sludge is deposited all as specified and directed by Engr in-charge. |
| 62 | M&L in repair for 75 mm dia of outlet PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. Please Enable Macros to View BoQ information |
