ADDITION / ALTERATION AND SPECIAL REPAIR TO SECURITY WALL MT SECTION OF INS JARAWA UNDER GE HADDO, PORT BLAIR

Amount

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed

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

Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and directed

Rough excavation n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed

Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed

Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed

M&L for Excavating over areas n. exc. 1.5m deep and getting out in hard / dense soil complete all as specified and directed.

M&L for Excavating over areas exc. 1.5m deep but n exc 3m deep and getting out in hard / dense soil complete all as specified and directed.

M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed

M&L for removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed

M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed

M&L for design mix M-30 (using 20mm graded crushed stone aggregate) 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 directed

M&L for design mix M-30 (using 20mm graded crushed 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

M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in columns, pillars, piers, posts and struts complete all as specified and directed

M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span all as specified and directed

M&L formwork for rough finished flat surface 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 complete all as specified and directed

M&L formwork for rough finished flat surface to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter complete all as specified and directed

M&L formwork for rough finished surface of square, rectangular or triangular surface to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed

M&L formwork for rough finished flat surface 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, etc complete all as specified and directed

M&L for use and waste of timbering as planking and strutting for excavation n. exc 1.5m deep in trench in soil including wales, struts, open poling boards etc as may be necessary and fixing and removal complete all as specified.

M&L for use and waste of timbering as planking and strutting for excavation exc 1.5m but not exc 3.0m deep in trench in soil including wales, struts, open poling boards etc as may be necessary and fixing and removal complete all as specified.

M&L for mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed

M&L for mild steel TMT bars 6mm to 8mm dia, 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

M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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

M&L precast cement concrete block masonry exc 10 cm width with solid block PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:4 all as specified

M&L for 15mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and smooth without using extra cement complete all as specified

M&L for preparing newly plastered wall surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and directed

M&L for forming fair finished drain or channel30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed.

Supply and laying graded coarse aggregate of nominal size 40mm complete all as specified and directed

Supply and laying graded coarse aggregate of nominal size 20mm complete all as specified and directed

Supply and laying fine aggregate (coarse sand) complete all as specified and directed

S&F PVC (SWR) pipe 110mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive laid in trenches or in floors as in weep holes complete all as specified and directed

M&L for mild steel work as posts and struts in fencing including cutting tops as required drilling holes, notching for wires etc and similar works conforming to Fe-290 Gde E-165 complete all as specified and as directed

S&F framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar works conforming to Fe-290, Gde-E-165 all as specified and as directed

M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10cm width or girth not otherwise described complete all as specified and directed

S&F Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc as directed

S&F concertina coil with punched tape 600 mm dia with wire diameter 2.6 mm and razor size 15mmx12mmx0.5mm, spacing of blade 26mm, fixed on angle iron frames over RCC or brick post/wall including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and as directed. The razor tape should have minimum galvanised coating thickness 12 microns (both side inclusive). The concertina coil should have as per relevant IS and should be hot dip galvanised coated with CLR anticorrosive paint by making diamond shape with the help of dove tail clips (18 SWG) fixed over razor wire with the help of hug ringes (14 SWG) complete all as specified and directed

M/s Kamal Electrical

DEEPAK AGENCIES

M/s Saina Enterprises

Nirman Construction Company

NAWAZ CONSTRUCTIONS

SK ENTERPRISES

P Babu

M/S AMK CONSTRUCTIONS