PROVN OF PATHWAY AND RETAINING WALL AT VARIOUS LOCATIONS UNDER AGE B/R-II OF GE BRICHGUNJ, PORT BLAIR

Amount

Excavating in post holes (or similar holes) in soft/loose / hard dense soil each not exceeding 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed.

M&L for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.

S&F Steel work in tubular/structural trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade St.-240 or steel sections conforming to Fe 410-W (Gde E-250) quality -A complete all as specified and directed.

S&F mild steel plates (plain or chequered) conforming to Fe 410-W (Gde E-250) quality –A, channels, squared cut or notched (ordinary or countersunk), forming holes, without any attachments welded to frame/truss complete all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.5mm thickness, of colour as approved by GE, having tensile strength of 550 Mpa as in roof coverings/cladding to wall, etc, fixed with & including self tapping screws on angle frame complete all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating GI based plain steel sheet, 0.5mm thickness, of colour as approved by GE, having tensile strength of 550 Mpa as in roof coverings/cladding to wall, etc, fixed with & including self tapping screws on angle frame complete all as specified and directed.

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

Rough excavation not exceeding 1.5m deep and getting out in any type of soil complete all as specified and directed.

Rough excavation excn. 1.5m & n.exc 3.0 m deep and getting out in Hard/dense soil complete all as specified and directed.

Rough excavation excn. 3.0 m & n.exc 4.5 m deep and getting out in Hard/dense soil complete all as specified and directed.

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

Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3m in depth for foundation, etc or not exceeding 10 Sqm on plan and exceeding 1.5m but not exceeding 3m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard dense soil complete all as specified and directed.

M & L for cement concrete 1:4:8 type D2 ( using 40 mm graded stone aggregate) as in foundation, filling mass concrete complete all as specified and as directed.

M&L for Reinforced cement concrete design mix M-30 (using 20 mm graded stone aggretate) in foundations, footing, plinth beams, bases for columns and mass concrete complete all as specified and directed.

M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillesters and butteresses complete all as specified and directed.

M&L for use and removal of steel form work to sides of concrete foundations, footings,rafts and raft beams sides and soffits of foundation and plinth beams and similar work for flat surface complete all as specified and directed.

M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat rough fineshed surface complete all as specified and directed.

M&L for use and removal of steel form work to faces of walls retaining walls, abutments, parapets and like for flat fair fineshed surface complete all as specified and directed.

S&F Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and directed.

M&L for 110 mm bore PVC pipes as in weep holes complete all as specified and directed.

Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.

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

Demolition of PCC Solid block masonry built in cement mortar of any descrption complete all as specified and directed.

Demolition of cement concrete of any description and in any position complete all as specified and as directed.

M & L precast cement concrete block masonry (1:3:6) type C1 (20mm graded aggregate) masonry with solid block exc10cm in width and setting in CM 1:6 etc complete all as specified and directed.

M&L for PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate as in coping etc , rounded or chamfered on edges complete all as specified and directed.

M&L for rendering 10mm thick in cement mortar 1:4 on fair faces of brick work/block masonry or concrete surfaces finished even & smooth without using extra cement complete all as specified and directed.

SARKAR WOOD FURNITURE SHOP

M/S KHUSHICONSTRUCTION

Manas Patra Steel Fabrication

KBR CONSTRUCTIONS