PROVN OF HARD STANDING PARKING AREA NEAR FRESH GP SUP PL AT RANIKHET UNDER GE RANIKHET

Amount

BOQ (Sch 'A') B/R items Excavation over area n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed.

Excavation over area exc 1.5m deep but n exc. 3 mtr deep and getting out in hard/dense soil complete all as specified and directed.

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

Material and labour for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregates as in foundation concrete, filling and mass concrete complete all as specified and directed.

Material and labour for Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. and mass concrete complete all as specified and directed

Material and labour for Reinforced cement concrete M-25 design mix (using 20 mm graded crushed 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 and making necessary weep holes with and including 75mm bore PVC pipe of length as directed by Engr-in-Charge complete all as specified and directed.

Use and waste of Form work 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 batter, flat, rough finished surface of concrete complete all as specified and directed.

Use and waste of form work to faces of walls, basement walls, ballast walls, retaining walls, abutments, parapets and similar works including attached pillasters, buttresses, etc vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.

S & F mild steel reinforcement TMT bars 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Returning, fillingin, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each in hard / dense soil complete all as specified and directed.

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

Material & Labour for Hand packing with broken stone or boulders ( any thickness) at back of the retaining walls etc and raising ( or lowering) to the required level complete all as specified and directed.

S & F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.

M& L for Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and directed.

M& L For Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5m but n exc 3.0 mtr high from base complete all as specified and directed.

Removal of excavated hard/dense soil to a distance exc. 50m but not exc 250m and depositing where directed at a level not exc. 1.5m above the starting point 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 n.exc 10 Sqm on plan and n.exc 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete all as specificed and directed.

M&L for cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) as in surface channel and drain complete all as specified and directed.

Material and labour for brick work with sub class 'B' bricks using old size bricks straight or curved on plan exc 6 mtr mean radius, built in CM 1:4 complete all as specified and directed

M&L for cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate) as in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating all as specified and directed.

M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.

M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed.

M&L for PCC 1:5:10, type E2 (using 40mm graded stone aggregate) as in sub base, foundation, filling and mass concrete complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness of M-40 Grade coloured glossy finish rubber pressed moulded of approved pattern & shade make as approved by GE as in floor complete all as specified and directed.

M&L for hardcore of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

aditya construction

SATISH KUMAR SINGH

GENIMAA PRIVATE LIMITED

SS Construction Co

M/s RK JOSHI&SONS