PROVISIONING OF DRAIN AND DRAIN COVERS IN PHASE-II AND PHASE-III AREA, PROVISIONING OF COMPOUND WALL AROUND CERTAIN GOVT ACCN (X, Y, Z BLOCKS) IN PHASE-II AND PROVISIONING OF COVERED SHED FOR AC PLANT IN TP AREA UNDER LBW AT NAVAL STATION BHEEMUNIPAT

Amount

Excavation in trenches n. exc.1.5m wide and n. exc. 1.5m in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n. exc. 10 Sq.m. on plan and n. exc. 1.5m in depth and getting out in hard /dense soil complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exeding 25 cm. complete all as specified and as directed by the Engineer-in-Charge.

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

M&L for PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 type C2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast RCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in landings, cover slabs (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:2:4 type B1 (Using 20mm graded granite stone aggregate) in benching, coping, lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railings up to 60 cm in height, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.

M&L for brickwork with fly ash bricks, straight or curved on plan n. exc. 6m mean radius, built in cement mortar 1:6 complete all as specified and directed by the Engineer-in-Charge.

M&L for brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.

M&L for Reinforced Cement Concrete,1:1.5:3,type'A1 (Using 20mm graded granite stone aggregate) in foundations, including rafts, footings, plinth beams etc and the like complete all as specified and directed.

M&L for Reinforced Cement Concrete, 1:1.5:3, type-A1 (Using 20mm graded granite stone aggregate) in columns,pillars,piers,posts and struts etc and the like complete all as specified and directed.

M&L for Reinforced Cement Concrete 1:1.5:3,type'A1 (Using 20mm graded granite stone aggregate) in beams, Cantilevers,lintels over 1.5 m span etc and the like complete all as specified and directed.

Use and waste of form work to sides of foundation/footings, plinth beams and similar work for rough finished surfaces complete all as specified and directed.

Use and waste of form work to sides of columns and pillars for for fair finished surfaces complete all as specified and directed.

Use and waste of form work to sides and soffits of floor or roof beams,lintels,cantilivers,shelves including supports etc, for fair finished surfaces complete all as specified and directed.

M & L for TMT steel 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 clips complete all as specified and as directed.

M & L for TMT steel bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, 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 clips complete all as specified and as directed.

S&F pre-painted galvalume aluminum zinc coating GI based corrugated 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 as directed by the Engineer-in-Charge.

S&F mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe 410 -W (Gde- E- 250) quality-A complete all as specified and as directed by the gineer-in-Charge.

S&F plate girder or single stanchions,built up of one beam or channel section with flange plates, caps, bases, splices, angle brackets,cleats and other connections.MS Tube conforming to IS-1161-1979. complete all as specified and as directed by the gineer-in-Charge.

S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240 and is painted one shop coat of zinc chromate primer paint (including preparation of surface) at sontractor’s workshop before fabrication complete all as specified and as directed by the Engineer-in-Charge.

S&F 16 to 20mm neck dia. 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 but n. exc. 10cm long complete all as specified and directed by the Engineer-in-Charge.

S&F 16 to 20mm neck dia. mild steel screw bolts (purpose 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. 30cm long complete all as specified and directed by the Engineer-in-Charge.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finished even and fair complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying three coats of white wash, complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast cement concrete louvres and jallies, 40mm thick in PCC 1:2:4 type B0 (Using 12.5mm graded stone aggregate) (measured solid), including all mouldings but excluding frame, in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of new plastered surfaces of walls and applying two coats of weather proof exterior emulsion over one coat of primer complete all as specified and as directed by the Engineer-in-Charge.

M&L preparation of new or previously untreated steel surfaces of any description, exc. 10cm in width or girth and applying two coats of synthetic enamel paint over a priming coat of red oxide zinc chrome primer complete all as specified and directed by the Engineer-in-Charge.

SRI GOWRI ENGINEERING WORKS

M/s Saptagiri constructions

RAJASHEKHAR ENTERPRISES

P SRINIVASA RAO

N V S S K N SIVA PRASAD