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| 1 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator) over areas (ecxeeding 30 cm in depth, 1.5 m in width or 10 sqm on plan and not exceeding 1.5 m depth, 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 mtr complete all as specified and directed. |
| 2 | M&L for PCC 1:4:8, Type D2 (using 40mm graded stone aggregate) as in foundation, filling mass concrete or similar works, complete all as specified and directed. |
| 3 | M&L for RCC M-30 (Ready Mix Concrete Design Mix) using 20 mm graded stone aggregatein Foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs and mass concrete complete all as specified and directed. |
| 4 | M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregate in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 5 | Use & waste timber Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for falt, fair finished surfaces of concrete complete all as specified and directed. |
| 6 | Use & waste timberFormwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for falt, fair finished surfaces of concrete complete all as specified and directed. |
| 7 | S&F TMTsteel bars as reinforcement, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 8 | S&F 75 mm bore PVC (SWR) pipes, single socketed, in any length with rubber ring joints or jointing with solvent cement, laid in trenches or in floors complete all as specified and directed. |
| 9 | S&F Hand packing broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed |
| 10 | Returning and filling in, including spreading, leveling, watering and well ramming in layers not exceeding25 cm thick in hard/dense soil complete all as specified and directed. |
| 11 | Removing excavated materials to a distance exceeding 50 m but not exceeding 150 m depositing where directed at a level 1.5 m above starting point complete all as specified and directed. |
| 12 | M&L preparing new surfaces of wall and applying two coats of cement wash with Portland cement slurry to a smooth bodied opaque finish complete all as specified and directed |
| 13 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil complete all as specified and directed. |
| 14 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed |
| 15 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed |
| 16 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed. |
| 17 | Demolition of brick work/ PCC block / stone walls built in cement mortar including all quoins, arches, pillars and removing the debris/ rubbish to a distance not exceeding 100 mtr complete all as specified and directed. |
| 18 | M&L for hardcore using broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 19 | M&L for PCC 1:5:10 Type E2 (using 40mm graded stone aggregate) as in sub base of floor/foundation or similar works, complete all as specified and directed. |
| 20 | M&L for providing, cement concrete type B-1, 1:2:4 using 20 mm graded stone aggregate in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed. |
| 21 | M&L for pre-cast cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in CM 1:4 complete all as specified and directed. |
| 22 | Use & waste timber Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for falt, fair finished surfaces of concrete complete all as specified and directed. |
| 23 | M&L for RCC M-30 (Ready Mix Concrete design mix) using 20 mm graded stone aggregatein slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 24 | M&L for rendering 15 mm thick cement plasterin cement mortar 1:4 on fair faces of brick work/PCC solid block masonry/ concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 25 | M&L for sand filling/ cushioning under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 26 | M&L for machine pressed precast concrete interlocking coloured paver block any shape and size conforming to IS 15658-2006 of 80mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. |
| 27 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed |
| 29 | Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shallbe activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom endand including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with twoor more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paintover and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. |
