80892 Provn of Retaining wall behind P63 at TRV Cost Guard Rear side of Bldg P10 and Extn Box of culvert at NT OT area Port Blair

Amount

Excavation over areas not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and as directed.

Excavation over areas exceeding 1.5m and not exceeding 3m deep and getting out in hard/dense soil complete all as specified and as directed.

Surface excavation not exceeding 30 cm deep and averaging 15 deep and getting out in hard/dense soil

Excavating in trenches not exceeding 1.5m wide and not exceeding1.5m depth for foundation etc or wells cess pits manholes not exceeding 10 Sqm on plan and getting out in Hard/dense soil

Rough excavation not exceeding 1.50 mtr in depth in hard/ dense soil and getting out from MD land all as specified & directed

Returning and filling in soil including levelling, watering & well ramming in layers not exceeding 25cm in foundation trenches.

Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m

Removing excavated material to a distance exceeding 10km and not exceeding 15 km & deposited where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.

Material and Labour for hardcore of gauge n.exc 63mm ,deposited spread and levelled in layers n.exc 15cm thick watered and rammed to a true surface & completed all as specified.

Material and Labour of Sand filling under floors or in foundation including watering and consolidation

Material and Labour for Forming embankments including raising (or lowering) earth, spreading in layers n exceeding 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc n.exc 1.5m high from base.

Material and Labour for PCC.1:4:8 type D2 as in foundation, filling and mass concrete complete all as specified and as directed.

Material and Labour precast cement concrete block masonry exc. 10 cm width with solid block type C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) all as specified.

Material and Labour for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in foundation incl raft footing, plinth beam, cantilevers, bressummers etc complete all as specified and as directed.

Material and Labour for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in wall, retaining walls and like, any thickness, above top of footing including attached pilasters and buttresses complete all as specified and as directed.

Material and Labour for design mix reinforced cement concrete M-30 ( Using 20 mm graded stone aggregate) as in deck slab complete all as specified and as directed.

Material and Labour for Formwork for flat rough finished surfaces 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

Material and Labour for use and waste Formwork to faces of walls, retaining walls

Material and Labour for Formwork for flat rough finished surfaces soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping)

Supply and fix Corrosion resistant steel 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 MS wire (annealed) not less than 0.9mm dia or securing with clips, etc. complete all as specified and as directed.

All as per item no.20 herein above but 5mm dia and over including 10mm dia in stirrups, spacers and binders

Material and Labour for PCC (1:3:6) type C-2 (40 mm graded stone aggregate) 75mm thick as in sub base with even and smooth finishing without using extra cement complete all as specified and as directed.

Demolition of Precast cement concrete block walling built in CM or Cement lime Mortar complete all as specified and as directed.

Demolition of cement concrete un-reinforced in any position and paving not exceeding 15cm thick (above or below ground level) complete all as specified and as directed.

Material and Labour for rendering 10mm thick in CM (1:6) on fair faces of concrete/PCC block surfaces of walls finished even and smooth (without using extra cement) all as specified.

Material and Labour for rendering 10mm thick in CM (1:4) on concrete/ block walling surface finished even and smooth without using extra cement complete all as specified and as directed.

Material and Labour for preparation on newly plastered wall surface and applying two coats of cement base paint complete all as specified and directed.

Material and Labour for machine cut pressed precast concrete glossy finished interlocking pavers block any shape and size with grey cement and pigments conforming to IS-15658-2006 , M-40 grade, 80mm thick as in floors or pavements, laid dry to any pattern or profile as directed including filleting to the edges in CM (1:4), all manufacturer's instruction complete all as specified.

Material and Labour for roof tile, Mangalore pattern, interlocking at side joints laid dry completed all as specified.

Supply and fix PVC (SWR) pipe 110mm dia as in weep holes of retaining wall complete all as specified and as directed.

Supply and fix MS Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. including painting of one shop coat of zinc chromite primer paint (including preparation of surface) at Contractor's workshop before fabrication.

Supply and fix MS Rolled mild steel in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment including one shop coat of primer all as specified and directed.

Material and Labour for painting to new steel and iron surface applying two coats of synthetic enamel paint over a coat of primer including preparation of surface

Supply and fix glossy finished chequered cement concrete tiles 30cmx30cmx25mm thick set jointed with grey cement and pigment and pointed in neat cement slurry including 15 mm thick screed bed of CM(1:4) in floors

HANUMAN CONSTRUCTION

Usha Builders

AMR TRADERS

BHARAT MULTITECH INDUSTRIES PVT LTD

SHUBHAM SHANKAR GAIKWAD

ACME Consultants