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| 1 | Excavationoverareas. n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed |
| 2 | Excavationoverareasexc 1.5m deep but n exc 3m and getting out in soft/loose soilcomplete all as specified and directed. |
| 3 | Excavationoverareas.exc 3m deep but n exc 4.5 m deep and getting out insoft/loose soilcomplete all as specified and directed. |
| 4 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth for foundation etc insoft/loose soilcomplete all as specified and directed. |
| 5 | M&L for cement concrete in foundation, filling & mass concrete as in type D-2 (1:4:8) 40mm graded aggregated. complete all as specified and directed |
| 6 | Formwork to work to side of conrete foudations footing, bases of columns raft and raft beams side and soffits of foundation and plinth beams and similar work vertical or battar complete all as specified and as directed. |
| 7 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed |
| 8 | Formwork to work to faces of walls retaining wall abutments parapets and staircase railing and similar work inculding attached pillasters butteresses etc vertical or to batter complete all as specified and as directed. |
| 9 | M & L for RCC M-25(Design Mix) using 20mm graded stone aggregate as inwalls, retaining walls, basement walls ballast walls and like any thicknss above top of footing inculding attached pilasters and butteress complete all as specified and directed. |
| 10 | M & L for RCC M-25(Design Mix) using 20mm graded stone aggregate as columns,piers,posts and struts complete all as specified and directed. |
| 11 | Form work to sides of pillars,posts, struts, piers,columnsand stanchions and finished fair and smoothcomplete all as specified anddirected. |
| 12 | M&L for RCCM-25 (Design Mix) using 20mm graded stone aggregate inBeams, cantilevers, bressummers,lintels complete all as specified anddirected. |
| 13 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers,lintels, cantilevers, shelves including sup- ports, overhangs,etc. also splays between floors and beams, etccomplete all as specified anddirected. |
| 14 | M&L for TMT bar (Fe 500D)10 mm dia and over cut to length, benet to shape required including cranking bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia as in reinforecement complete as specifed |
| 15 | M&L for mild steel TMTbars (Fe 500D)5 mm dia and over,including 10mm as in spacers,stirrups and binder , cut to length, bent to shape required including cranking bending spirallyandbinding with and including mild steel wire (Annealed) notless than 0.9 mm diaor securing with clips complete all as specified anddirected. |
| 16 | M & L Framed work such as grills, grathing,etc, with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred irondoors, ladders framed balusters, walks ways, railing; farmework of water tank and similar work conforming to Fe-290, Gde E-165.complete all as specified and directed. |
| 17 | M&L precast cement concrete 1:3:6 type C-1 ( using 20mm graded aggregate ) block masonry with solid blocks exc10 cm thick in width and setting in cement mortar 1:6 complete in wallcomplete all as specified and directed. |
| 18 | M & L for boulder pitching of specified size hand picked tight with sloping face grouted with cement and sand mortar1:6 complete all as specifed and directed |
| 19 | M & L for 4mm dia galvanised steel wire, 150 x 100mm mesh made up into matttresses or cages, lapped wired and laid in position, inculding closing after filling complete all as specifed and directed |
| 20 | Back filling of retaining wall usinghandpcking (any thickness) at back of walls over arches etc and raising (or lowering) to the required level complete all as specifed and directed |
| 21 | Retuning, filling in soil including watering, well ramming etc complete all as specifed and directed |
| 22 | Removing excavated soil to a dist n exc. 50m & deposting where directed at a level n exc 1.5m above the starting points complete all as specifed and directed |
| 23 | Surface excavation n exc 30cm deep and average 15 cm deep and getting out in soft/ loose soil complete all as specifed and directed |
| 24 | Rolling and consolidating of formation surfaces in cutting/filling by Power roller exc 8 tonne and n.exc 12 tonne complete all as specified and directed. |
| 25 | M & L for Soling (or sub base) 150 mm spread thickness with broken boulders or quarried stone (size 63mm to 100mm) (granite, trap or basalt), inter stices filled, surface formed and rolled and consolidated with power roller 8 to 12 tonne to required gradient and camber complete all as specified and directed. |
| 26 | M&L forLaying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MORTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013 complete all as specifed and directed |
| 27 | M & L for Premix bituminous, macadam @ 4% paving bitumen content laid/rolled and compacted to required gradient and camber complete all as specified and directed. |
| 28 | M & L for Preparing BM surfaces by brushingwith wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. Applying evenly a priming/tack coat with bituminous primer at 2.5 kg per 10 sq metre. Complete all as specified and directed. |
| 29 | M & L Bituminous premix asphaltic dense concrete 40 mm consolidated thickness with 5.5 % binder content by weight of total mix, rolled and compacted to required camber and gradient complete complete all as specified and directed. |
| 30 | M & L for road marking with reflective thermoplastic painting of 2.5mm thickness, best quality, white/yellow reflective TRM (crystalex) conforming to specification laid down by the indian roads congress and BS-3262, with 20% glass beads (intermixed) spread and laid by automatic mechanical machine, engine driven, over a coat of primer as per manufacturer\"s instructions, in strips of desired pattern, in width as directed including preparation and cleaning of new surface complete all as specified and directed. |
| 31 | S & F cat eyes solar reflective type ofmetal body alloy of size 100mm x100mm x 20mm with PAMA striplens reflector nof model no DA 972.0 fixed with and including MS stud of suitable size as permanufactures instructions complete all as specified and directed. |
| 32 | Excavationoverareas. n.exc 1.5m deep and getting out in hard & dense soil complete all as specified. |
| 33 | Excavationoverareasexc 1.5m but n exc 3 m deep and getting out in hard /dense soil omplete all as specified and directed. |
| 34 | M & L for 150mm thick cement concrete type C2 1:3:6(40mm graded aggregate) in foundation complete all as specified and directed. |
| 35 | M & L for 600 mm reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches, etc on conrete bed or directly on hard ground complete allspecified and directed. |
| 36 | M&L Precast cement concrete block masonry with precast PCC 1:3:6 type C1 soild blocks, exceeding 10cm in width and setting in CM 1:6 inculding necessary formwork and moulds complete allspecified and directed. |
| 37 | M & L for PCC M-15(Nominal Mix) using 12.5mm graded stone aggregate in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets andrailings upto 60 cm in height, copings, kneelers, apex stones,bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete allspecified and directed. |
| 38 | M&L Rendering 15mm thick inCM 1:4 on fair faces of bricks work or concrete surfaces finished the surfaceeven and fair complete all as specified anddirected. |
| 39 | M & L for preparation of new plastered surfaceof wall and applying two coats of cement base paint complete all as specified and as directed. |
