PERIODICAL SERVICES OF OTM ACCN AND REPAIR TO PATH, HARD STANDING, DRAINAGE AND FENCING UNDER AGE B/R-II UNDER GE (SOUTH) AKHNOOR.

Amount

Dismantling 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 Engineer-In-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed gound, posts embedded in concrete surface, complete all as specified.

Dismantling fencing wire mesh, Chain Link Fencing of any type, all as specified.

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, in any type of soil, complete all as specified.

Plain cement concrete Nominal Mix M-7.5 (1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as in or as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

S&F mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flate iron fillets (for securing chain link fencing) including all necessary drilling, bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

Mild steel galvanised concertina coil fencing with punched tape concertina coil 610 mm dia, 10 metre openable length (total length 90 mtrs), having 50 Nos. rounds per 6.0 metre length, spring core wire (2.5 mm dia galvanised wire) of high tensile strength not less than 400-450 gm/ Sqmm with tape (0.52mm thick) and weight 1.35 Kg/metre and fixing the same with existing Y-shaped angle iron placed 2.0mtrs apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with G.I. staple sand, 125 to 127 Nos. of G.I. clips in one coil, to retain horizontal, including necessary nuts and bolts, including taking down existing rusted/damaged concertina coil complete all as specified and as directed by Engineer-In-Charge.

Galvanised, 2-strand, steel barbed wire 2.24mm dia barbed with 2.0 mm dia barbs at 75mm spacings 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. as directed (each line wire to be measured) including taking down existing rusted/damaged barbed wire, complete all as specified and as directed by Engineer-In-Charge.

all as per srl Item no 08 but except barbed wire

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of walls and applying one coat of white washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of ceiling and applying one coat of white washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of walls including brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots and applying one coat of colour washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of walls including washing, rubbing down and stopping of distempered and painted surfaces and applying one coat of distemper oil emulsion, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of walls and applying one coat of cement paint, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old painted wood/ wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whiting, preparatory to distempering, after making surface smooth with wall care putty, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new/ old plastered or unplastered surfaces of walls and applying wall care putty, 3.0mm thick, as preparation of surfaces before applying any paint or oil emulsion, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old painted steel surfaces of any description except roof top, not otherwise described, over 10cm width or girth including and applying one coat of synthetic enamel paint, complete all as specified and as directed by 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 Engineer-In-Charge.

Rendering 15mm thick on bricks or concrete masonry surfaces, on walls, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered or unplastered surfaces of walls and applying three coats of white washing, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint over one coat lime wash, complete all as specified and as directed by Engineer-In-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-15(1:2:4), type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates and in hold fasts or filling in hollow of steel frame, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

All as per srl Item no 27 but except bricks

Plain cement concrete M-10(1:3:6), type C-2, (using 40mm graded crushed stone aggregate), nominal mix in surface channels and drains, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Extra for forming fair finished drain or channel 30 Cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-In-Charge.

Dura tuff pave-n-park cement concrete coloured tiles size 300mmx300mmx6/7mm, with chequered finish, laid in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over and including sub base of 75mm thick of plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, and laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid over and including 30mm thick well rammed sand cushion laid over and including sub base of 75mm thick of plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade, laid over and including 30mm thick well rammed sand cushion laid over and including sub base of 75mm thick of plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.

Amount of Schedule of credit of for Rs 26,450.00 shall be deducted from quoted amount.

M/S JEEVAN LAL SHARMA

M/s Cosmos Builder and Developer

RAMA CONSTRUCTION COMPANY