PROVISION OF RETAING WALLS AT VARIOUS PLACES AT MOUNT ABU AND GURUSHIKHAR CAMPUS AT AIR FORCE STATION MOUNT ABU RAJASTHAN PH I

Amount

Surface dressing in hard/dense soil not exc 15 cm deep on sloping ground/hill complete all as specified and directed.

Excavating over areas, in hard rocks, not exc 1.5 m deep and getting out complete all as specified and directed.

Excavating in trenches in hard rocks, n exc 1.5 m wide and 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 complete all as specified and directed.

Excavating in post holes (or similar holes) in hard rocks, each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed.

Returning filling in including spreading levelling watering &well ramming in layers n.exc 25cm in hard/dence soil complete all as specified and directed.

Removing of excavated material n.exc 50 m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed.

Supply and fill in post holes MODIBOND Moditite/Pidilite or equivalent 1.8 Kg Epoxy resin and hardner adhesive pack (1kg resin, 0.8 Kg hardner) complete all as specified and directed.

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

M&L for Plain Cement Concrete (1:4:8), type D-2 using 40 mm graded stone aggregate as in retaing wall 100mm thick below base slab all as specified and directed.

M&L for Reinforced Cement Concrete M-25 Design Mix using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, base slab, under-reamed piles and mass concrete complete all as specified and directed.

M&L for Reinforced Cement Concrete M-25 Design Mix using 20 mm 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.

S&F formwork to fair 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 complete all as specified and directed.

S&F formwork to fair finished surfaces 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 for Broken bricks for back filling of the retaining wall complete all as specified and directed.

S&F 10mm dia and over mild steel TMT bars as in reinforcement cut to length bent to shape required including cranking bending spirally for hoping for columns hooking ends binding with MS wire annealed n.exc 0.9mm or with securing clips etc complete all as specified and directed.

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

M&L for HDPE pipes 100mm dia in any length for weep holes @ 1500mm C/C in staggered manner complete all as specified and directed.

M&L for stone boulder of size 63 to 40mm as in invert filter complete all as specified and directed.

M&L for Coarse aggregate of size 20mm to 12.5mm as in invert filter complete all as specified and directed.

M&L for Coarse sand as in invert filter complete all as specified and directed.

Choudhary Traders and Engineers (BID ID -3189611)

JAGDAMBA CONSTRUCTION COMPANY (BID ID -3198945)

naveen enterprises (BID ID -3198829)