PROVN OF THE MAIN ENTRANCE GATE WITH ALLIED INFRA AT ARMY AREA NAGTALAO UNDER GE BANAR

Amount

Excavation in trenches not exceeding 1.50m wide and not exc 1.50m in depth ;for foundation ,etc or for shaft ,wells,cesspits,manholes,pier holes,etc n exc 10 sq m on plan and n exc 1.5 m in depth and getting out and getting out in soft / loose soil

All as per item No. 01 above but depth exc 1.50 m depth but n.exc 3.00 m.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm.

Removing excavated soil to a distance exc 250 metre and n exc 500 metre and depositing where directed by Engr-in -charge.

M&L for cement concrete type D-2 (1:4:8), using 40 mm graded stone aggregate in foundation ,filling and mass concrete.

M&L RCC work Design Mix (M25) using 20mm graded aggregate as in foundation including , raft, plinth beam bases for column etc basement slabs, under reamed piles and mass concrete

M&L RCC work Design mix(M-25) using 20mm graded aggregate as in columns , pillars , piers posts and struts

M&L RCC work Design mix (M-25) using 20mm graded aggregate as in beams, cantilevers bressumers, lintel over 1.5 mtr span

M&L RCC work Design mix (M-25) using 20mm graded aggregate as in slab supported in walls cantilevers etc complete all as specified and directed

Use & 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 for flat rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

Use & Waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for flat rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

Use & Waste of Formwork to sides of pillars, posts, struts, piers, columns and stanchions of square, rectangular shape for flat rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

Use & Waste of Formwork to flat sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for flat rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

Use & Waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for flat rough finished surface of concrete complete all as specified and directed by Engr-in-Charge.

M&L TMT bars, 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed

All as per ser item No 15 above but 5mm to 10mm dia as in stirrups, spacers binders etc

M&L providing precast cement concrete (1:2:4) type B1, using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span,cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapits and railings upto 60cm in height, copings kneelers, apex stones, bed plates, kerbs not provided for in item No 04028 water throughs and the like including weathering slightly rounded or chamfered angles and throating as directed

M&L brick work with using old size fly ash 'brick straight or curved on plan exc 6m mean radius built cement mortar 1:6 complete all as specified and as directed

M&L 10mm thick rendering in cement mortar 1:4 on fair faces of brick work surace and rendering is to be even and smooth with out using extra cement complete all as specified and directed

M&L 15mm thick rendering in cement mortar 1:6 on other than fair faces of brick work surface and rendering is to be even and smooth with out using extra cement complete all as specified and directed

M&L 5mm thick rendering in cement mortar 1:3 on concrete surace of ceiling and rendering is to be even and smooth with out using extra cement complete all as specified and directed

M&L for Providing precast cement concrete louvers and jalies 25mm thick (measured solid) Type B0 ,(1:2:4) ,12 mm graded aggregate;including all mouldings.

M&L preparation of newly plasterd surface of wall and applying two coats cement base paint over a coat of primer complete all as specified and directed

M&L preparation of newly plasterd surface of wall and applying two coat of Exterior emulsion weather coat (Appex) over a coat of primer complete all as specified and directed

S&F 16 to 18 mm thick Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size exceeding 0.5 sqm area fixed with and including one number SS clamps (grade 202) of flat-30mm X 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment.

S&F Readymade Dholpur stone Chatri (size: 1.1x1.1 and 2 m height) complete all as directed by Engineer in Charge, as approved by GE

S&F Mild steel framed work such as grills, gratings, etc, with ends of bars shouldered and/or riveted, or forged into spikes; ladders ; framed guard bars; barrred iron doors; framed balusters; walk way; railings; for portion framed and hung as gates, including pintle hinges, stops, for ornamental and intricate design conforming to Fe 290, Gde E-165 complete all as specified and directed.

Excavating in post holes (or similar holes) each n exc 0.5 cum,getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering and removing surplus soil to a distance n exc 50 m and making good in Soft/loose soil complete all as specified and directed.

Supply only mild steel round bars 10 mm dia and over Grade 500D 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.

S&F Mild steel work conforming to Fe 290 (Gde E-165) in fencing posts, fillets for securing chain link fencing etc. including all necessary drilling, bolting or riveting, etc and similar work complete all as specified and directed.

S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm and n exc 10cm long & diameter of neck 11 to 15 mm complete all as specified and directed.

S&F for mild steel work as in hold fasts and similar small articles conforming to Fe 290 (Gde E-165) complete all as specified and directed.

M&L for preparing new steel surfaces of any description exceeding 10 cm width or girth and applying two coats of sythetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Supply only chain link mild steel galvanised fencing of any size & type ISI marked complete all as specified and directed. Note:- Per unit weight of chain link fencing shall be verified by BOO ordered by GE.

Fixing only chain link fencing including line wires, any mesh, size and type to any of standards, rails, straining bolts etc including provision of binding wire complete all as specified and directed.

Excavating over areas, n exc 1.5m deep and getting out in soft/loose soil.

Rolling and consolidation formation surface in cutting by using power road roller with 8 to 12 tonne power.

M&L for 200 mm spread thickness soling (or sub base) with broken boulders or quarried stone, interestices filled surface formed and rolled and consolidated to required camber and gradient complete all as specified

M&L for 150 mm thick (Compacted thickness) WBM, in two layers of 7.5cm each layer with course aggregate of granite trap or basalt of gading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) spread rolled and consolidated with 8-10 tonne power roller to gradient and camber required complete all as specified all as specified and directed.

M&L for Preparing surfaces by brushing with wire brushes for removing cacked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt exc and applying evenly a tack coat with bitumen primer of paving bitumen @10kg/10 sqm and laying Semi dense bituminous premix asphaltic concrete 40mm thick consolidted thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient( paving bitumen) complete. Note-mix will be prepared in Hot Mix Plant as per job mix formula obtained from authorised testing lab and laying will be done by mean of mechanical paver complete all as specified and directed by Engr-in-Charge.

M&L for Providing and marking broken centre line/side lines zebra lines, dashes, arrows, etc on road pavement and the like of any descriptions and width with thermoplastic paint hot applied with machine conforming to BS-3265 and according to the specification laid down by IRC and most (Ministry of suface Transport)specification 2001(4th revision)complete all as specified and as directed

M&L 75 mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate) as in floor sub base complete all as specified and directed

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.

M&L providing precast cement concrete (1:2:4) type B1, using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span,cills, steps, seismic and other similar bands, plinth courses, string courses , lacing courses, parapits and railings upto 60cm in height, copings kneelers, apex stones, bed plates, kerbs not provided for in item No 04028 water throughs and the like including weathering slightly rounded or chamfered angles and throating as directed

M&L for Reinforced concrete pipes, class NP2, 900mm dia laid and jointed complete with collars, incl bedding and haunching of pipe complete as directed by Engr-in-charge

M&L for squared rubble walling Jodhpur type brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified.

Extra over item 48 above for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling, jodhpur type, brought upto courses complete all as specified.

SN TECHNO CONSTRUCTIONS (BID ID -3270568)