REPAIRS TO COMPOUND WALL FENCING GATE AND SECURITY WALL AT INS KALINGA VISAKHAPATNAM

Amount

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by the Engineer-in-Charge.

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles portions ordered to be dismantled complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (Unreinforced) in ground floors and pavings not exceeding 15 cm thickness (Below or above GL) complete all as specified and as directed by the Engineer-in-Charge.

Dismantling posts or struts of steel or RCC any section including taking out embedded portion from concrete or masonry and making good disturbed ground complete all as specified and as directed by the Engineer-in-Charge.

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

Dismantling mild steel work of any description not otherwise provided for complete all as specified and directed.

Excavation over areas, n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas, exc 1.5 m but not exc 3.0 m deep and getting out in hard/dense soil complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas, exc 1.5 m but not exc 3.0 m deep and getting out in soft/disintegrated rock 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 RCC design mix M30 (Using 20mm graded stone aggregate) as in footings, plinth beams and the like complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC design mix M30 (Using 20mm graded stone aggregate) as in columns and pillars complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC design mix M30 (Using 20mm graded stone aggregate) as in bands, top bands, lintel beams, roof beams and the like 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 bed blocks for inserting angle brackets at columns portion including necessary form work copings, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, 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.

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 as directed by the Engineer-in-Charge.

Use and waste of form work to sides of columns and pillars for for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

Use and waste of form work to sides and bottom of lintel beams and roof beams for for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

S&F reinforcement TMT steel bars of 10mm dia. and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

All as per item No.18 above but 5mm dia. and over upto and including 10mm dia. as in stirrups, spacers and binders.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated soil to a distance n. 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.

Removing excavated soft/disintegrated rock to a distance n. 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 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 hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts 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 complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even complete all as specified and as directed by the Engineer-in-Charge.

S&F 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 balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe.290.Gde-E-165 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc. for ornamental and intricate design complete all as specified and directed by the Engineer-in-Charge.

S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required, hooks (stay), heavy, for large gates; hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed by the Engineer-in-Charge.

S&F 610 mm dia concertina coil, galvanised pre-coated with black anti corrosive paint weighing approx 8 Kg per coil of 6 to 8 m stretch and fixing to any type of standard rails, straining bolts, etc including securing or tying at crossings with necessary clips/pins etc complete all as specified and directed by the Engineer-in-Charge.

S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc.complete all as specified and as directed by the Engineer-in-Charge. Note : Each line wire will be measured.

Supply only PVC coated chain link fencing 100x100x5 mm dia complete all as specified and as directed by the Engineer-in-Charge.

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

S&F 5 to 10 mm 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 n exc 5cm long complete all as specified and as directed by the Engineer-in-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.complete all as specified and as directed by the Engineer-in-Charge.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge

All as per Sl Item No. 33 above but except stone

M&L for PCC 1:3:6 type C1 (Using 20mm graded granite stone aggregate) in copings, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, 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 preparation of new steel surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of redoxide primer complete all as specified and as directed by the Engineer-in-Charge.

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

M&L for preparation of old treated surfaces and applying one coat of exterior emulsion paint on walls complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparation of old plastered surfaces and applying one coat of cement based paint on walls complete all as specified and as directed by the Engineer-in-Charge.

S A R CONSTRUCTIONS

SRI GOWRI ENGINEERING WORKS

M/s SRINIVASA REDDY CONSTRUCTIONS

P SRINIVASA RAO

N V S S K N SIVA PRASAD