SPECIAL REPAIR RENOVATION OF RETAINING WALL AT FAMILY QUARTERS OF KV AT RANIKHET UNDER GE RANIKHET

Amount

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

Excavation over areas exc 1.5m deep but n exc. 3 mtr 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 of sizes as directed at site 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.

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

Material and labour for cement concrete (1:5:10) type E-2 using 40mm graded stone aggregates as in foundation concrete, filling and mass concrete complete all as specified and directed.

Material and labour for cement concrete chequered tiles of size 300x300x25 mm thick coloured glossy finished rubber pressed moulded of approved pattern and shade as in floor/hard standing, etc over with and includind 15 mm thick cement screed base in CM 1:4 and set, jointed and pointed in neat cement slurry with grey cement and pigment complete all as specified and directed.

Excavation in trenches not exceeding 1.50 m wide or not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth for foundation, shafts, cesspits, manholes, pier holes, etc and getting out in hard/dense soil complete all as specified and directed.

M&L for cement concrete 1:3:6, 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 with and including necessary form work 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.

M/s RN Kharwar & Sons

S S CONSTRUCTION CO

NK CONSTRUCTION

Prem singh kuwarbi and co

KUMAON VALLEY CONSTRUCTION

aditya construction