Provn of rain water harvesting for 03 White phosphorus shed and provn of fire pts in Exp store house in 39 FAD Bharatpur

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil, complete all as specified and directed.

Removing excavated material exc. 250m and n.exc. 500 m. & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M & L for PCC (1:4:8) type D-2 ,using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified & directed.

M & L brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.

M & L 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clip quality confirming to TMT bars, complete all as specified and directed.

S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws complete all as specified and directed.

S & F mild steel framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe 410 W(Gde-E-250) quality A complete all as specified and directed

M & L 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in plinth protection finished even and smooth without using extra cement complete all as specified and directed.

M & L 75 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub-base, complete all as specified & directed

M & L Rendering 10mm 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 preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint of approved tint/shade on wall over a coat of alkali resistant primer complete all as specified and directed

M & L preparation of new steel surfaces of any description exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified & directed.

Excavating over areas, n exc 1.5 M deep & getting out in soft & loose soil, complete all as specified and directed.

Excavating over areas, exc 1.50 M deep but n exc 3.0M deep & getting out in soft & loose soil, complete all as specified and directed.

Excavating over areas, exc 3.0 M deep but n exc 4.5 M deep & getting out in soft & loose soil, complete all as specified and directed.

Excavating over areas, exc 4.5 M deep but n exc 6.0 M deep & getting out in soft & loose soil, complete all as specified and directed.

Removing surplus soil (excavated materials) to a distance n.exc 50 metres & depositing where directed at a level n.exc 1.5 metres above the starting point, complete all as specified and directed.

M&L for boring of 150 mm bore duct through any kind of soil/strata upto and including 6.0 m by direct rotary method, complete all as specified and directed.

M&L for ramming of bore (only for recharge well) in any kind of soil/strata incuding hard stone boulders by means of direct rotary method upto and induding 6.0 m depth, complete all as specified and directed.

M& L for pea gravel packing for each bore of suitable size, natural shape, brought direct from river bed and packing around the casing pipe to entire depth, complete all as specified & directed.

M&L for perforated/screened PVC pipe of 150 mm bore as per IS : 12818 incuding lowering & jointing, complete all as specified & directed.

M&L for cement concrete, 1:3:6, Type-C2, 40 mm graded aggregate in foundations, filling and mass concrete, complete all as specified & directed.

M&L for brickwork (lining) with sub- class ‘B’ old size brick, in circular well steining (any radius) laid dry, constructed from the base or curb, complete all as specified & directed.

Supply & spreading crushed graded coarse aggregate, size 63 to 100 mm, for filling in recharge pit, complete all as specified and as directed.

Supply & spreading crushed stone aggregate, size 5 to 10 mm, for filling in recharge pit, complete all as specified and as directed.

Supply & spreading coarse sand, size 1.5 to 2.0 mm, for filling in recharge pit, complete all as specified and as directed.

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

M&L for PCC (1:2:4), type B-1 (using 20 mm graded crushed stone aggregate) as in coping, bed blocks, and the like incl necessary form work, complete all as specified & directed.

M&L for PCC (1:2:4), type B-2 (using 40 mm graded stone aggregate) as in surface channels, drains and inside the main hole, complete all as specified and as directed.

Extra forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms,moulds, mitered/stopped etc, complete all as specified and as directed. Note: Inner girth shall only be measured.

S&F for mild steel framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks & similar work conforming to Fe 290 Gde-E-165, complete all as specified and as directed.

S&F of welded steel wire fabric ,weight exc 4.00 kg/sq. m fixed to steel members, complete all as specified and as directed.

M&L for one coats painting with synthetic enamel paint to old steel or steel based surfaces of any description, not otherwise described not exc 10 CM width or girth including preparation of surface including all preparatory work, complete all as specified and as directed.

S&F PVC SWR 110 mm dia pipe single socketed in any length for weep holes complete all as specified and directed.

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

M&L for reinforced concrete pipes 300 mm dia, class NP2 laid, & jointed complete with collars complete all as specified and directed.

M&L for concrete bed to 300 mm dia drains pipe including packing under and haunching against the sides of the pipes after they are laid and tested, in PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) complete all as specified and directed.

M&L,Sand cushion laid dry including speading and levelling over prepared surface complete all as specified and directed

M&L,150 mm (spread thickness) soling for subbase with broken boulders or quarried stones, interstices filled, surface formed and rolled and consolidated to required gradient and camber with power road roller exc 8 tonne & n.exc 12 tonne, complete all as specified and directed.

M&L, 150 mm thick in two layers (each layer 75 mm thick) (compacted thickness) WBM, with coarse aggregate of lime stone, sand stone, flint or quartzite grading 2 (63 to 40 mm size) , spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

M&L,Rolling and consolidation to required gradient and camber of formation surface (in cutting) of roads with 8 to 12 tonne power roller including filling in depressions which occur during rolling complete all as specified and directed.

M&L,Finishing surface of concrete roads and pavements etc by brooming complete all as specified and directed.

M&L ,Providing and laying design mix cement concrete work in pavement/hard standing 200 mm thick (using min cement 400 kg per cubic meter) & flexural strength 40 kg per square centimeter in field using cement content as per design mix coarse sand and graded crushed stone aggregate (maximum norminal size 40 mm) in appropriate proportions as per approved and specified design criteria , laying at site, spreading and compacting mechanically by using needle and surface vibration, leveling to required slope/camber, finishing with required texture, including steel formwork with sturdy mild steel channel section , curing, joints complete all as specified & directed.

M&L Pre-cast Concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in manhole cover slab set in CM 1:4 complete all as specified.

S/F mild steel deformed bars 6 to 8mm dia and over cut to length, bend to shape required including cranking, bending and binding with mile steel wire (annealed) not less then 0.9 mm dia complete all as specified.

M/s Ranaji Construction Co

B R ENTERPRISES

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