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| 1 | Excavation in trenches in hard/dense soil not exceeding 1.50 m wide and not exceeding 1.5 m in depth and getting out in hard/ dense soil and working in liquid mud/foul condition complete all as specified and as directed. |
| 2 | All as per srl item No 1.00 here-in-before but exceeding 1.50 m and not exceeding 3.0 m depth complete all as specified and as directed. |
| 3 | Demolition of cement concrete of any description and in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.)and removal of debris outside the premises complete all as specified and as directed. |
| 4 | Demolition of brick work built in cement mortar, including all quoins, arches, pillars etc of any description including removing debrish from site complete all as specified and as directed. |
| 5 | M&L for brick work with sub class `B\" bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.Note :- The quoted rates includes working in foul environment for sewage work like manhole etc. |
| 6 | M&L for rendering/ cement plastering 15 mm thick in cement mortar 1:4 on brick, stone/brick or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 7 | M & L for Cement concrete1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in benching of manholes, coping, bed blocks plinth course bands, stops etc including necessary form works complete all as specified and as directed. |
| 8 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC, Reinforced concrete etc; any type of 150 mm internal dia of pipe and jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and as directed. |
| 9 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC, Reinforced concrete etc; any type of 200 mm internal dia of pipe and jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and as directed. |
| 10 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC, Reinforced concrete etc; any type of 300 mm internal dia of pipe and jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and as directed. |
| 11 | Demolition by breaking up drain pipes salt glazed stone ware pipe, AC, Reinforced concrete etc; any type of 450 mm internal dia of pipe and jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and as directed. |
| 12 | M&L for Reinforced concrete pipes, of 150 mm bore, class NP-2, with collars, laid in trenches and jointed in cement mortar 1:2 including testing of joint etc complete all as specified and as directed. |
| 13 | M&L for Reinforced concrete pipes, of 200 mm bore, class NP-2, with collars, laid in trenches and jointed in cement mortar 1:2 including testing of joint etc complete all as specified and as directed. |
| 14 | M&L for Reinforced concrete pipes, of 300 mm bore, class NP-2, with collars, laid in trenches and jointed in cement mortar 1:2 including testing of joint etc complete all as specified and as directed. |
| 15 | M&L for Reinforced concrete pipes, of 450 mm bore, class NP-2, with collars, laid in trenches and jointed in cement mortar 1:2 including testing of joint etc complete all as specified and as directed. |
| 16 | M&L for cement concrete bed to drain pipes as in cement concrete (1:4:8) type D-2 for 150 mm bore pipe including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. |
| 17 | All as per srl item No 16.00 here-in-before but200 mm bore pipe. |
| 18 | All as per srl item No 16.00 here-in-before but300 mm bore pipe. |
| 19 | All as per srl item No 16.00 here-in-before but450 mm bore pipe. |
| 20 | M & L for Cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations , fillings and mass concrete, bed of sewer pipe lines etc complete all as specified and as directed. |
| 21 | S&F in repair fiber-reinforced plastic (FRP) manhole cover with frames (any colour) of overall covered area not less than 0.55 sqmwith clear opening not less than 0.36 sqm, any shape (round, square, rectangular etc;) overall weight not less than 25 Kg each and load capacity not less than 20 tones provided with safe and anti-slippery surface, fire retardant, Anti Corrosive, suitable locking system, and enable clear opening with provision of easy lifting hooks etc; with all necessary fixing arrangements complete all as specified and as directed. |
| 22 | Returning and filling including spreading leveling, watering and well ramming in layer not exceeding 25 cm thick complete all as specified and as directed. |
| 23 | Removing excavated materials exc 50m but nexc 250m at a level n.exc. 1.50 above the starting point and depositing where directed by Engineer-in-Charge. |
| 24 | M&L for Mild steel roundbars 10mm dia and over, confirming to Fe-410, Gde-E-165, cut to length, bent to shape as required, including cranking, bending spirally for manhole rungs etc;including fixed to manhole walls complete all as specified and directed. Note: - PCC block shall be measured and paid for separately under respective item. |
| 25 | M & L for Cement concrete (1:2:4) type B-1 using 20 mm graded stoneaggregate as in steps, seismic and other similar bands, copings, kneelars, apex stones, bed plates, bedblocks of hold fasts etc including necessary form work complete all as specified and as directed. |
| 26 | Taking down of CI pipe 100 mm bore any description and in any position complete all as specified. |
| 27 | S&F 100 mm bore cast iron soil, waste and vent pipes (sand cast pipes) in any length with or without ears, laid in trenches or in floor etc; complete all as specified and as directed. |
| 28 | Fixing only 100mm bore any type of soil, waste and vent pipes in any length with or without ears, laid in trenches or in floor etc; complete all as specified and as directed. |
| 29 | S & F in repair 100 mm bore cast iron pipes and fittings joints or connections are filled/ sealed properly by epoxy sealant as per manufacturing instructions, complete all as specifiedand as directed. |
| 30 | Temporarily blocking of inlet/ outlet for manholes of sewage line with suitable wooden plugs/ gunny bags during repairing of sewage line so that sewage water not enter in working area and stored sewage water/ effluent (liquid/ semi liquid) should be pumping out/ bailing out from the manholes or water inflow caused by spring or tidal or river seepage or broken water mains or drains and the like pumping out with diesel engine driven gen set/ pumping set/ mud pump into closed containers & delivering the same outside defence land complete or bypass/ divert through PVC hose pipes to main central sewage line for making workable condition of the site and taking out the blocking arrangements of inlet/ outlet after repair/ change of sewage line and making the system functional complete all as specified and as directed. |
| 31 | Cuttinginto existing manhole for connecting new drain pipe (150 mm bore), making good to pipe and rendering, cutting out existing benching for and forming brench chennel in cement concrete 1:2:4 type B-1 smooth finished etc; complete all as specified and as directed. |
| 32 | Cuttinginto existing manhole for connecting new drain pipe (200/300mm bore), making good to pipe and rendering, cutting out existing benching for and forming brench chennel in cement concrete 1:2:4 type B-1 smooth finished etc; complete all as specified and as directed. |
| 33 | Surface dressing not exceeding 15 cm deep in any type of soil complete all as specified and as directed. |
| 34 | M&L for Cement concrete (1:4:8) Type D-2, (using 40 mm graded crushed stone aggregate), 100 mm thick, as in sub-base and similar works complete all as specified and as directed. |
| 35 | M&L for cement concrete 1:2:4 type B-1,(using 20 mm graded crushed stone aggregate) as incoping on edges etc including weathering slightly rounded or chamfered angles and throating as directed including necessary formwork complete all as specified and as directed. |
| 36 | M & L for 60 mm 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 50 mm 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 directed. |
| 37 | Cutting holes in brick walls in built in cement mortar or cement lime mortar exceeding half brick but not exceeding one brick complete alll as specified and as directed. |
| 38 | Cutting chases ,pinning in , making good to facings where required and pointing in cement mortar 1:3 to ends or edges or landings, steps, cills, sunshades,shelves,lintel,etc and cutting in chases for concealed conduit wiring, etc and making good, cutting not exceeding 10 cm girth complete alll as specified and as directed. |
| 39 | M&L for mild steel work in tubular trusses including special shaped washer, cleats etc complete using ERW or induction butt welded tubes confirming to IS: 1161-1979 grade st - 240 complete all as specified and as directed. |
| 40 | M&L for preparation of new steel surfaces of any description , nototherwise described , over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zink chrome primer including, complete all as specified and as directed. |
| 41 | S & F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 42 | M&L for hardcore of gauge not exceeding 63 mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface for plinth protection/path complete all as specified and as directed. |
| 43 | M & L for 80 mm thick factory made chamfered edge cement concrete paver block of M-40 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 50 mm 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 directed. |
| 44 | M&L for providing cementconcrete 1:3:6 type C-1 1:3:6 (using 20 mm graded crushed stone aggregate) as in roof kerbs or mud stops; rounded or chamfered on edges complete all as specified and as directed. |
| 45 | Excavation in trenches in any type of soil not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out for laying of cables complete all as specified and as directed. |
| 46 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above starting point complete all as specified and as directed. |
| 47 | Material & labour for brick work with sub class B old size burnt bricks straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specifie and as directed. |
| 48 | M&L preparation of new plaster surfaces of wall and applying water proof wall care putty 1 mm thickness over plaster surfaces to prepare the surfaces even and smooth and finishing walls with acrylic smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer @ applied @ 2.20 Kg/10Sqm) complete all as specified and as directed. |
