PROVN OF VITRIFIED TILES AT VQAW B NO P66 NEW PIT BURNING GROUND OF EXPL DIVN WITH 100 M PATHWAY HARD STANDING SURROUNDING PIT AT TECH COMPLEX CQA ME HARD STANDING PARKING MH RAISING OF BOUNDARY WALL AT NORTH SIDE OF CSD DEPOT UNDER GE MH RH KIRKEE

Amount

Demolition of cement concrete unreinforced in ground floors and pavings n exc 15cm thick below or above ground level and removing the same off the premises.

M&L dark shade Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles laid over & including 15mm thick screeded or bedding layer in CM 1:4 complete all as specified

All as per item No. 2 but in skirting over & including 10mm thick rendering as in backing coat in CM 1:4 complete all as specified

Excavating over area 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 soft / loose soil all as specified

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft / loose excaveted soil all as specified

Removing excavated material (Soil) to a distrance exc. 250m but n exc 500 and depositing where directed at a level n exc. 1.5 m above the starting point all as specified

M & L for PCC M-7.5 grade (nominal mix) using 40 mm graded stone aggregates as in foundation, filling & mass concrete all as specified.

M&L for Moorum /red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified

M&L of Firebrick work in linings to fire places, flues, etc. (other than in chimney shafts), set, jointed and pointed in fireclay all as specified

M&L Hardcore broken stone or boulder of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and directed by Engineer-in-charge

M&L for 75mm thick PCC M-10 grade (nominal mix) using 40mm graded stone aggregate in plinth protection, surface finished even and smooth without using extra cement all as specified.

M&L for 100 mm thick cement concrete M-7.5 grade (nominal mix) using 40mm graded stone aggregate as in sub-floors, sub-bases etc all as specified and directed

M&L for Sand filling under floors including consolidation for laying paver blocks. Note : Thickness of cushion should not be less than 25mm.

M&L for 80mm thick coloured rubburised, glossy finish colour machine pressed interlocking pattern paver block any shape and size conforming to IS 15658-2006 of M-40 Grade incl all as specified and directed by Engineer-in Charge.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified & directed.

M&L for PCC M-15 grade (nominal mix) using 20mm graded stone aggregate as in hardstanding finishing surface even and fair all as specified and directed

M&L for spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green all as specified and directed.

M&L steel 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 finished surfaces all as specified and directed

Removing excavated material (soil) to distance not exc 50m and depositing where as directed at a level not exc 1.5m above the starting point all as specified.

M&L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade "A" all as specified and directed

Demolition of Brickwork/block or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles all as specified and directed

Dismantling wrought iron or mild steel work of any description not otherwise provided for in any position complete all as specified and directed by Engr-in-Charge.

Dismantling fencing, wire mesh any type complete all as specified and directed by Engr in Charge

M & L for providing Cement concrete M-15 grade (nominal mix) using 20 mm graded aggregate in cills, seismic and other similar bands, plinth courses, string courses, lacing courses, copings, bed plates and the like including weathering, slightly rounded for chamfered angles and throating, all as specified & directed

M&L forproviding RCC M-25 grade (design mix) ready mix concerete as in Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level all as specified & directed

M & L for steel formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed.

M & L for steel formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.

M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips

As in item No 28 above but 5mm dia over upto & including 10mm dia in stirrups

M&L for Pre-cast cement concrete block masonry of PCC 1:3:6 Type C1 using 20mm graded stone aggregate with solid blocks straight or curved on plan, exc 6m mean radius and exc. 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

M & L for cement mortar (general purpose, factory made, for outdoor use having bulk density (of dry mix) 1600 kg per cubic metre, wet density (after mixing) 1800 kg per cubic metre, dry density (after setting) 1800 kg per cubic metre, pot life 60 minutes, compressive strength 1.5 Mpa to 5 Mpa, capillary water absorption ≤ 0.40 kg/ m2 min 0.5, adhesion 0.5 N/mm2 fracture pattern: B, Water-vapour permeability coefficient μ 15/35 as per BS EN 998-01 : 2010, made using well graded manufactured sand filler, Portland cement & polymer binder, and chemical additives) for external rendering 15 mm thick in two coats of 10 mm base coat and 5 mm finishing coat on brick wall or concrete surfaces including making groove of appropriate size and finishing surface even & fair using sponge complete all as specified and as directed. Make : Roofit of M/s Premier Floor to Roof Materials Pvt Ltd, Easy plast of M/s Wall plast Products Pvt Ltd, Readiplast of M/s Ultratech cement Ltd, soundplast PMC-1 of Sound buildcare Pvt Ltd, ACCO PLAST, AEROCON, ECO PLASTER, MAGIK PLAST, BULOWELL

S&F Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0

S & F in repair galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed. Note : Two strand of line wire will be measured as one unit length.

M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified & directed.

Supply and fix punched tape concertina coil made out of cold drawn unalloyed steel wires of dia 2.6 mm having minimum tensile strength of 1670 N per sqmm as per IS 4454 (Part- 1): 2001 with hot dip galvanized as per practice recommended in IS: 2629 and the coatings shall conform to heavily coated hard variety as per table I of IS: 4826 (weight of Zinc coating 230 gram per sqm minimum) and steel strip of size 19 mm X 0.5 mm with hardness of 137 to 187 VPN and zinc coating of 18 to 20 microns, minimum 610 mm dia of coil when closed, (9 Kg ± 5 %) weight of coil with 50 turns & 129 Nos clips (without handles and spikes) and minimum 580 mm dia when opened upto 6 metres, stretched to 6 metres for 50 turns during installations complete all as specified and as directed.

Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses complete all as specified and as directed.

M&L Raised pointing to random or polygonal rubble, uncoursed on brought upto courses in CM 1:3 complete all as a specified and as directed by Engineer-in-charge

M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of primer including scaffolding, trestles, ladders, cradles and necessary safety measures complete all as specified and as directed.

L.K.R.TIWARI CONSTRUCTION

N AND G CONSTRUCTION

ARK ENTERPRISES

VAISHNAVI CONSTRUCTION

S.R.M.K Enterprises