PROVN OF RCC RETAININGFROM MES PUMP HOUSE No. 1 NEAR BUILDING NO. T-59 AT CHAKABAMA MIL STN

Amount

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil etc complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

Removing excavated soil to a distance n.exc 50M and deposited/ spreaded where directed at a level n. exc 1.5 M above the starting point complete all as specified and as directed.

M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.

Material and labour for use and waste of formwork 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 with rough finished surfaces of concrete, flat complete all as specified and as directed.

Material and labour for use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surfaces of concrete, flat complete all as specified and as directed.

Supply & Fixing Reinforcement using TMT steel bars,Fe500, 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 qualsecuring with clips all as specified and directed.

Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded aggregate) as 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. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

Material and labour for reinforced cement concrete (design mix) in M-25 (20mm graded 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. Note :- (i) Reinforcement and form work required shall be measured and paid seperately (ii) Design mix will be approved by the Accepting Officer.

Material & labour for Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed.

M & L for Forming Expansion Joint, 20mm thick, filled with Preformed Bituminous Filler and top 30mm Primed and sealed with Sealing Compound Grade "B" for not exc. 250mm thick concrete slab complete all as specified and as directed.

Supply and laying 75mm bore PVC pipes, low density of pressure rating not less than 10 Kg/sqm in single piece without joint as in weep hole in retaining wall complete all as specified and as directed.

M & L for forming embankments using approved earth obtained from MD land / excavation over areas including raising earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming / compaction.

M & L for forming embankments using approved earth obtained from MD land / excavation over areas including raising earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required size, shape, etc., exceeding 1.5m but not exceeding 3.0m high from base complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming / compaction.

M & L for forming embankments using approved earth obtained from MD land / excavation over areas including raising earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required size, shape, etc., exceeding 3.0m but not exceeding 4.5m high from base complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming / compaction.

Supply & fixing of 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after filling complete all as specified and as directed.

Removing excavated soil to a distance exc 50M but not exceeding 250m and deposited/ spreaded where directed at a level n. exc 1.5 M above the starting point complete all as specified and as directed.

Rough excavation not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified and as directed.

thepfuralie zutso (BID ID -3106884)

Shri Atoshe Tuccu (BID ID -3106569)

zevizo zutso (BID ID -3109666)

M/S Yhobu Entrepreneur (BID ID -3106917)

M/S MUGHATOLI AYE (BID ID -3121529)

SHRI MADAN SINGH (BID ID -3105841)

M/S SANJAY ENTERPRISES (BID ID -3109984)