ADDN/ALTN AND SPECIAL REPAIR TO ARRESTOR (ACCURACY) BUTT IN WESTERN GUN POINT AT TECH AREA TAKU CPE ITARSI UNDER GE BHOPAL

Amount

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Rough excavation not exceeding 1.5m deep and getting out in soft/loose 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.

Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, manholes, etc not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25 cm layers with exacaveted soil complete all as specified and directed.

Removing excavated material (Soil) not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point complete all as specified and directed.

Removal of excavated material (Soil) exceeding 1.5 Km but not exceeding 5 Km and depositing where directed.

Removal of excavated material (Soil) exceeding 5 Km but not exceeding 6 Km and depositing where directed.

Removal of excavated material (Soil) exceeding 6 Km but not exceeding 7 Km and depositing where directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., not exceeding 1.5 m high from base complete all as specified and directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., exceeding 1.5 m height but not exceeding 3.0 m high from base complete all as specified and directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., exceeding 3.0 m height but not exceeding 4.5 m high from base complete all as specified and directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., exceeding 4.5 m height but not exceeding 6.0 m high from base complete all as specified and directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., exceeding 6.0 m height but not exceeding 7.5 m high from base complete all as specified and directed.

Forming embankments (using excavated earth) including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling (compaction of earth filling shall be carried out under optimum moisture conditions to the specified percentage of standard proctor density not less than 95 per cent) and finishing to required size, shape, etc., exceeding 7.5 m height but not exceeding 9.0 m high from base complete all as specified and directed.

M&L for approved sand filling and forming embankments including raising, spreading in layers not exceeding 30 cm thick; watering, consolidating and finishing to required size, shape, etc., height exceeding 1.5m but not exceeding 3.0 m high from base complete all as specified and directed.

M&L for approved sand filling and forming embankments including raising, spreading in layers not exceeding 30 cm thick; watering, consolidating and finishing to required size, shape, etc., height exceeding 3.0m but not exceeding 4.5 m high from base complete all as specified and directed.

M&L for approved sand filling and forming embankments including raising, spreading in layers not exceeding 30 cm thick; watering, consolidating and finishing to required size, shape, etc., height exceeding 4.5m but not exceeding 6.0 m high from base complete all as specified and directed.

M&L for approved sand filling and forming embankments including raising, spreading in layers not exceeding 30 cm thick; watering, consolidating and finishing to required size, shape, etc., height exceeding 6.0m but not exceeding 7.5 m high from base complete all as specified and directed.

M&L for approved sand filling and forming embankments including raising, spreading in layers not exceeding 30 cm thick; watering, consolidating and finishing to required size, shape, etc., height exceeding 7.5m but not exceeding 9.0 m high from base complete all as specified and directed.

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

M&L, RCC M-25 (Design mix), using 20mm graded stone aggregate as in foundations, footings, foundation beams, plinth beams, bases of columns etc complete all as specified and directed.

M&L, RCC M-25 (Design mix), using 20mm graded stone aggregate as 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.

Formwork to sides of concrete foundations, footings, bases of columns, plinth beam & similar work for rough finished flat surfaces concrete complete all as specified and directed.

Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work includingattached pillasters, buttresses, etc.; vertical or to batter for flat surfaces of concrete complete all as specified and directed.

M&L, Mild steel, TMT bars 10 mm dia and over, cut to length, bent to shape required including cracking, bending spirally for hooping for columns, hookig ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

M&L, Mild steel, TMT bars 6mm to 8mm dia, cut to length, bent to shape required including cracking, bending spirally for hooping for columns, hookig ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

S&F, PVC (SWR) pipes single socketed in any length fixed to 110mm bore retaining walls as in weep holes complete all as specified and directed.

Uprooting vegetation and weeds by digging the area to a depth of 25Cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh gowths after 10 to 15 days and then fine dressing for planting new grass including disposal of all rubbish to a distance not exceeding 50m complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and average 15 cm deep and getting out in hard/dense soil complete all as specified and directed.

M&L, hard core of broken stone or boulders, gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 100 mm thick Cement Concrete (1:4:8), D-2 using 40mm graded stone aggregate as in subbase/hardstanding complete all as specified and directed.

M & L for construction of unreinforced, plain cement concrete pavement having flexural strength of 4 Mpa over a prepared subbase or base, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with screed board concrete vibrator, spread, compacted and finished in a continuous operation by floating, brooming with wire brush including provision for contraction, expansion, construction and longitudinal joints, admixtures as approved, curing compound, finishing all as per clause 602 of the MORTH Specifications for Road and Bridge (Fifth revision published by IRC, 2013 Edition) complete all as specified and as directed.

M&L, Forming 12mm thick Expansion joints (Thickness of concrete slab is 200mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed.

M&L, Forming Contraction (Dummy) joints 100mm deep x 10mm wide, filled with sealing compound, Grade 'A' complete all as specified and directed.

Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.

Supply only PVC (SWR) pipes, single socketed in any length with rubber rings 75 mm bore.

Supply and fixing for galvanized mild steel wire cloth of 0.56 mm nominal dia of wire and averaging of width of aperture 1.00 mm, fixed with MS steel wire complete all as specified and as directed.

SHIV SHANKAR MISHRA

Vee kay construction

M/S RAKESH TRADERS

CREATIVE CONSTRUCTION