PROVN OF RETAINING WALL CUM SECURITY COMPOUND WALL ALONGWITH STRENGTHENING OF EXISTING SECURITY COMPOUND WALL IN LOW LAYING AREA OF NEW OTM, DHQ -09, DIGLIPUR

Amount

Dismanting wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

Dismanting fencing wire mesh any type complete all as specified and directed.

Taking down cement/lime plaster on brick/stone or concrete wall surfaces etc including raking out joints, hacking for key, scrubbing down with water etc all as specified and directed

Demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed

Demolition of reinforced cement concrete in any description and in any position not otherwise specifically provided for complete all as specified and directed.

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

Rough excavation exceeding 1.5 metre and not exceeding 3.0 metre deep and getting out in hard/dense soil complete all as specified and directed.

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

Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, etc and getting out in soft/loose soil all as specified and directed.

Returning and filling in trenches/backfilling including spreading levelling watering and well ramming in layer n.exc 25 cm using soil obtained from excavation all as specified and directed.

Removing excavated material to a distance n. exc. 50 m and depositing where directed at a level n.exc. 1.5 m above the starting point all as specified and directed by Engineer-in-charge.

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.

Material and labour providing Cement Concrete type C2, 1:3:6 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified.

Material and labour for providing Cement Concrete type D2, 1:4:8 (using 40mm graded aggregate)in foundations, filling and mass concrete complete all as specified .

Material and labour precast cement concrete block masonry exc 10cm in width with minimum compressive strenght of 50 Kg/Sqcm using PCC 1:3:6 type C1 using 20mm graded stone aggregate for block and setting in cement mortar 1:6 complete all as specified.

Material and labour for reinforced cement concrete Grade M-30 (design mix) using 20mm graded stone aggregate as in foundations, including pile cap, rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete complete all as specified and directed.

Material and labour for reinforced cement concrete, Grade M-30 (design mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts etc complete all as specified and directed.

Material and labour for reinforced cement concrete, Grade M-30 (design mix) using 20mm graded stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 mtr span etc complete all as specified and directed.

Material and labour for reinforced cement concrete, Grade M-30 (design mix) using 20mm graded stone aggregate as in wall, retaining walls etc complete all as specified and directed.

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 from work to sides of pillars, posts, struts, piers, columns and stanchion and similar work for fair finished faces of walls, retaining walls, abutments, parapets and staircase railings and similar work for fair finished flat surface of concrete vertical or to batter etc all as specified.

Use and waste from work to sides of pillars, posts, struts, piers, columns and stanchion and similar work for fair finished faces of walls, retaining walls, abutments, parapets and staircase railings and similar work for rough finished flat surface of concrete vertical or to batter etc all as specified.

Use and waste of steel formwork to sides and soffits of floor or roof beams, beam hauchings, girders, bressummers, lintels, cantilivers, shelves including supports, overhangs, etc also splays between floors and beams etc for rough finished surfaces of concrete complete all as specified and directed.

Material and labour Mild steel TMT Bars 10mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed ) not less than 0.9mm dia., or securitn with clips

Material and labour Mild steel TMT Bars 6 dia and over up to and including 10mm dia as in stirrups cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed ) not less than 0.9mm dia., or securitn with clips all as specified.

Material and labour Plain Cement Concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping, including weathering, slightly rounded or chamfered angles and throating, including use and waste of form work complete all as specified.

Material and labour for broken glass coping on top of walls in cement mortar 1:3 complete all as specified and directed Note : The distance between each glass pieces shall be less than 2cm.

Material and labour rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete surfaces finished even and smooth with out using extra cement complete all as specified.

Material and labour applying two coats of cement base paint over a coat of primer on new plaster or untreated surfaces on walls including preparation of surfaces all as specified.

Material and labour for PVC (SWR) pipes 110 mm dia single socketed in any length as in weep holes complete all as specified and directed.

Material and labour for boulder of size 63mm to 40 mm filling dry, handpacked tightly, as in weep holes and rising lowering required level complete all as specified and directed

Supply and fixing mild steel angles, bars, flats etc as in support for posts and struts in fencing including cutting tops to shape as directed. drilling 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-290 Gde E-165

Material and labour for preparation of new steel surfaces of any description over 10cm width/girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.

Supply and fix galvanised 2 strand, steel barbed wire 2.24 mm dia with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc all as specified and directed.

Material and labour for 610 mm dia punched tape concertina coil of size 0.52mm thickness as per IS 6745-1972 with galvanised coating and punched type material as per IS deep drawn quality with galvanised coating having barbs length (24+1) mm pitch between two barbs (35+1) mm fixed in position and secured to both sides of shaped angle iron post, weighing 8.5kg ( + 4% ) 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. Note : The quoted rate inclusive of clips to be provided for seaving the coil. Make shall be as approved by GE

Kathir Marketing Services

CITY CONSTRUCTION COMPANYU

T.THIYAGARAJAN

SACKSON ENTERPRISES

ASHOK BISWAS

BHARAT MULTITECH INDUSTRIES PVT LTD

AMR TRADERS

PRASHANTH ERECTOR AND BUILDERS PVT LTD