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| 1 | Taking down cement plaster on brick or stone walls, etc. including raking outjoints, hacking for key, scrubbing down with water, etc complete all as specified and as directed. |
| 2 | Demolition of concrete(reinforced) of any description and in any position not otherwise speifically provided. complete all as specified and as directed. |
| 3 | Excavation over areas not exceeding 1.5m deep and getting out in hard/dense of soil complete all as specified and directed. |
| 4 | Excavation over areasexceeding 1.5m but not exceeding 3.0 mdeep and getting out in hard/dense of soilcomplete all as specified and directed. |
| 5 | 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 complete all as specified and as directed. |
| 6 | Returing filling in, including spreading, levelling, watering & well ramming, in layers not exceeding 25 cm thick, using excavated soil complete all as specified and directed. |
| 7 | Removing surplus soil to a distance exc 1.5 Kmand n.exc 5 Km and depositing where directed at a levelnot exc 1.50 mtr above the starting point complete all as specified and directed. |
| 8 | Removing excavated material n.exc, 50 m and depositing where directed at a level n.exc, 1.5m above the starting point complete all as specified and as directed. |
| 9 | M & L for sand filling pathway in layers n. exc 30cm thick, including watering and consolidation complete all as specified and as directed. |
| 10 | Material and Labour for precast cement concrete block masonry with solid blocks exceeding 10cm in width, of grade C4 all as per IS 2185 , having minimum average compressive strength 4 N/sqmm at 28 days and density not less than 1800 kg/cum, set in CM 1:6 complete all as specified and as directed. |
| 11 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and as directed. |
| 12 | M&L Cement concrete cast-in situ 1:2:4 type B1 (20 mm graded aggragate) in bands, coping and the like incl weathering throating (bottom of Tank)as directed incl use of formwork complete all as specified and as directed. |
| 13 | M&L PCC 1:2:4 using 20mm graded stone aggregates, 75mm thick in plinth protection, laid in alternate bays finishing cement concrere surface even and fair without using extra cement complete all as specified and directed. |
| 14 | M&L Cement concrete 100 mm thick type B- 2, 1:2:4 (40mm graded aggregate) complete all as specified and as directed. |
| 15 | M&L for Cement concrete 1:4:8 type D-2 (using 40mm graded agg) of 75mm thick as in sub base complete all as specified and as directed. |
| 16 | M&L for PCC 1:5:10 type E2 using 40mm graded stone aggregate as in foundation filing and mass concrete complete all as specified and directed. |
| 17 | Material and Labour for RCC M-25 (20 mm graded aggregate)Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the liker complete all as specified and as directed. |
| 18 | M&L for RCC (design mix) M-30 using 20mm Graded stone aggregate as in foundation, footing etc. complete all as specified and directed. Note: Reinforcement and form work shall be measured and paid separatly. |
| 19 | M&L for RCC (design mix) M-30 using 20mm Graded stone aggregate as in walls, retaining walls, basement walls etc. complete all as specified and directed. Note: Reinforcement and form work shall be measured and paid separatly. |
| 20 | M&L Form work to curved surfaces of concrete as in foundation, footing, bases of coloumn rafts and raft beams, sides and soffits of foundation and plinth beam and similar works, vertical or to batter, for rough finished surfaces of concrete complete all as specified and directed. |
| 21 | M&L Form work to curved surfaces of walls, retaining walls, abutments, parapets and staircase railing and similar works including attached pilasters, buttressesetc. vertical or to batter, for fair finished surfaces of concrete complete all as specified and directed. |
| 22 | M&L Formwork to rough finishedsurfaces of concrete to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. |
| 23 | M & L for rendering 15mm thick in CM (1:4) on brick and concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 24 | M&L for rendering 15mm thick in CM (1:4) mixed with polymer based water proofing compound as per manufacturer\"s instructions on fair faces of brick or concrete surfaces of circular walls not exceeding 6m mean radius and finishing even and smooth without using extra cement complete all as specified and directed. Note : Polymer based water proofing compound shall be measured and paid seprarately. |
| 25 | Supply only polymer based water Liquid proofing compound complete all as specified and directed. |
| 26 | M&L for hard core of broken stone (granite/basalt/trap) boulders of gauge not exceeding 63mm deposited, spread, levelled, watered and rammed in layers not exceeding 15cm thick to a true surface, complete all as specified and as directed |
| 27 | M&L for preparation of new or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 28 | M&L for preparation of new surfaces of walls of any descriptionand applying two coats of cement based paint over a coat of cement based primer complete all as specified and as directed. |
| 29 | M&L preparing surfaces plastered or unplastered old surfaces of Sqm walls and applying Two coats of cement base paint over one coat of primer including prepatration of surface.complete all as specified and as directed. |
| 30 | M&L for applying a coat of epoxy coating (NITOCOTE EP 405/TAPE COAT/BRUSH COAT) to make surface leak proof complete all as specified and as directed. |
| 31 | Providing and applying Tank Liner two component non-toxic Epoxy Coating for potable water in 2 coats as per manufacturers’ specification and as approved by the Client / Construction Manager to the RCC slab and walls, complete all as specified and as directed. Note: The treatment to include cleaning and wire-brushing the concrete surface, treating all the cracks, construction joints and honeycombs |
| 32 | Providing and Inserting 12mm diameter galvanized steel injection Nipples in honey comb area and along crack line including drilling the holes of required diameter and required depth at required spacing, making the cracks and holes dust free and sealing the cracks and nipples with suitable adhesives complete all as specified and as directed.Note: Injecting PU grout by using HS Super Grout PU of Berger into the cracks/honey combs area of concrete by suitable pump at required pressure including removing of the nipples after curing complete all as specified and as directed. |
| 33 | M&L for PVC ribbed water bar 200mm wide of standard manufacture at construction joints of circular wall for making structure leak proof complete all as specified and as directed. |
| 34 | Supply and fixing expanded metal weighing not exceeding 4.0 kg per sqm, cut to length bent to shape required and tying with and including mild steel wire (annealed) not less than 0.90mm dia fixing with galvanised steel staple fixed complete to wood or steel members complete all as specified and as directed. |
| 35 | Mild steel frame work such as in grills, gratings, steel covers etc. with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, rungs, framed balusters, walk ways railing, framedwork of water tanks and similar works conferming to Fe.290 Gde E-165 complete all as specified and as directed. |
| 36 | M & L Mild steel TMTbars 10mm dia and over cut to length bend to shape required including cranking, bending spirally for hoping 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. |
| 37 | M&L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and as directed. |
