PROVN OF RCC RETAINING CUM SECURITY WALL AT ICGS LAND MAYABUNDER

Amount

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

Excavating over areas, exc 1.5 m deep and n. exc 3.00m deep and getting out in hard/dense soil complete all as specified and directed.

Excavating over areas, exc 1.5 m deep and n. exc 3.00m deep and getting out in hardrock complete all as specified and directed.

Excavation over areas, exc 3.00M deep and n.exc 4.50m deep and getting out in hard/dense soil complete all as specified and directed.

Excavation over areas exc 3.00M deep and n.exc 4.50m deep in hardrock complete all as specified and directed

Excavation over areas, n.exc 1.5m deep and getting out in any type of soil complete all as specified and directed.

Excavation over areas, exc 1.5m deep but n.exc 3.0m deep and getting out in any type of soil complete all as specified and directed.

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

Removing excavated soil to a distance exc 1.5 km but n.exc 5 km and depositing where directed complete all as specified and directed.

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

Material and labour for loose filling of aggregates of gauge of 40 to 80mm in back side of weep holes of retaining wall complete all as specified and directed.

Material and labour for plain cement concrete type D2, 1:4:8(40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. Note :- Aggregate and sand shall be obtained form Mainland as approval by GE.

Material and labour for reinforced cement concrete Grade M30 (design )mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams; bases for Column, etc; basement slabs complete all as specified and directed. Note :- Aggregate and sand shall be obtained form Mainland as approval by GE.

Material and labour for reinforced cement concrete Grade M30 (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 complete all as specified and directed Note :- Aggregate and sand shall be obtained form Mainland as approval by GE.

Material and labour for reinforced cement concrete Grade M30 (design )mix using 20mm graded stone aggregate as in slabs supported on walls , beams and columns in floors, roofs, landings, balconies complete all as specified and directed . Note :- Aggregate and sand shall be obtained form Mainland as approval by GE.

Material and labour for reinforced cement concrete Grade M30 (design )mix using 20mm graded stone aggregate as in parapets of culvert complete all as specified and directed . Note :- Aggregate and sand shall be obtained form Mainland as approval by GE.

Use and waste of steel 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 for rough finished surfaces of concrete complete all as specified and directed.

Use and waste of steel formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finshed surfaces of concrete complete all as specified and directed.

Use and waste of steel formwork to to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for fair finshed surfaces of concrete complete all as specified and directed.

Use and waste of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping) fair finshed surfaces of concrete complete all as specified and directed.

Material and labour for hand rails half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilled holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc) including all necessary drilling. Bolting or riveting etc, and similar work conforming to FE 410-0 or FE 310-0 complete all as specified and directed.

Framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes; framed guard bars; barred; iron doors, ladders, framed baluster, walk ways, railings framework of water tanks and similar work conforming to F E 410-0 or Fe 310-0 complete all as specified and directed.

Material and labour for high strength deformed TMT steel bars 10mm dia and over, as in reinforcement for concrete cut to length bent to shape required, including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all specified and directed .

Material and labour for high strength deformed TMT steel bars 6 to 8mm dia , as in reinforcement for concrete cut to length bent to shape required, including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all specified and directed .

Supply and fixing Galvanized, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standed rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire staples or steel pin, etc. as directed (each line wire to be measured) and specified.

Material and labour for preparation of new steel surface of any description over 10 cm in width or girth not otherwise described and apply two coats of anti corrosive paint over a coat of red oxide primer complete all as specified and directed.

Material and labour for PVC (SWR) pipes, 110mm dia fixed in weep holes and complete all as specified and directed.

Material and labour for 610mm dia punched tape concertina coil made up of high strenght steel as per IS 4454 with galvanised coating and punched tape material as per IS:513 deep drawn quality having bar length : 24+1 pitch between two barbs (35+1mm) fixed in position and secured to both sides of shaped angle iron post, stretched to a length of 10m to achieve 610mm dia, weighing 11.0kg (+5% ) per coil as in fencing to steel post and to another coil/MS ribs including fixing with special galvanised fasterners such as 'J' clips, 'C' Clips, 'U' Clips all as specified and directed. Make of coil as approved by GE.

Material and labour Plastering on concrete surface with CM 1:6, 10mm thick including preparation of surfaces.

Material and labour preparation of newly plastered wall surface and applying two coats of weather coat paint over a coat of primer all as specified and directed.

CITY CONSTRUCTION COMPANYU

AMR TRADERS