MAINT OF MISC B/R SERVICES IN SECTOR B IN AKHNOOR MIL STN UNDER GE (SOUTH) AKHNOOR.

Amount

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.

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.

Removing excavated material to a distance not exc. 50 mtr and depositing where directed at a level not exc. 1.5mtr above the starting point.

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

Plain cement concrete 1:3:6 type C-1 (using 20mm graded crushed stone aggregate), as in fixing of angle iron fencing post, complete all as specified and as directed by Engineer-In-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided forall as specified and directed by Engineer-in-Charge

Mild steel posts and struts in fencing posts 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.

Dismantling of barbed wire fencing from posts etc complete and neatly coiled on rough drums as directed

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), complete all as specified and as directed by Engineer-In-Charge.

Fixing only chain link fencing including line wires(steel wire), any mesh, size and type to any type of standards, rails, round bars, straining bolts etc including provision of binding wire compete all as specified and directed by Engineer in Charge. Note : (i) Supply of chain link and line wire shall be measured and paid seperately. (ii) Whereever required the cost of Grubbing up bushes , tree trunks portion not exc 30CM girth including cutting of trees/bushes grown over wall and roofs digging out roots and making good disturbed area with earth filling and levelling shall be deemed to be included in the quoted Rates.

Supply only mild steel galvanized chain link fencing of any mesh, size and any type (as decided and approved by GE) complete all as specified and directed by Engineer in Charge. Note: The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly.

Mild steel screw bolt (machine made) 5 to 10 mm dia with hexagonal or squre heads at one end and screwed the other end,each screwed end to be fitted with washers and one hexagonal nut ,n exc 5cm long all as specified.

Mild steel flat iron 40x6mm and struts in fencing including cutting tops to shape as directed,drilling holes, Fe 290 gde E-165 complete all as specified. .

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.

Preparation of old painted steel surfaces of any description, 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 bricks or stone walls etc., including raking out joints, hacking for key scrubing down with water etc., all as directed.

Rendering 15 mm thick in CM(1:4) on fair faces of brick or concrete surfaces finished even and smooth with out using extra cement in external surfaces all as directed by Engineer in charge.

Preparation of new surfaces of walls and applying two coats of cement based paint over one coat of alkali resistance priming paint complete all as specified and as directed.

Preparation of new plastered surfaces of walls applying two coats of exterior emulsion (Apex paint), over one coat of primer complete all as specified and as directed by Engineer-In-Charge.

Complete removal of existing surfaces of wall and applying one coat of cement paint, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of walls including complete removal of existing treatment and applying one coat of exterior emulsion (Apex paint), complete all as specified and as directed by Engineer-In-Charge.

Dismantling floor hearth or wall tiling including cement mortar bedding but not backing removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed by engineer in charge.

Glazed ceramic coloured designer pattern tiles 450mm x 300mm x7mm thick on vertical surface such as skirting, Dado with and including backing coat 10mm thick in cement motar 1:4. set and jointed in white colour cement complete all as specified and as directed by engineer in charge. Tiles colour and design shall decided by AGE/GE.

Cement concrete 1:3:6 Type C-2 (40mm gde aggregate)in walls,drain or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) including Demolition of cement concrete (un-reinforced) of any description and in any position complete all as specified and as directed by Engineer-In-Charge.

Form work for fair finish surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed by Engineer-In-Charge.

Excavating in trenches (Mud Soil), 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

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 Engineer-In-Charge.

Brickwork with sub class 'B' bricks,straight or curved on plan exc 6m mean radius in CM 1:6 Complete all as specified and as directed

All as per srl items No 29 here-in-before but except bricks

Brickwork with sub class 'B' bricks,straight or curved on plan of any radius as in half brick thick with cement motar 1:4 complete all as specified and as directed

Brickwork with sub class 'B' bricks,straight or curved on plan of any radius as in half brick thick on edges with cement motar 1:4 complete all as specified and as directed

Flush pointing to block in course or ashlar masonry or concrete block walling in cement motar 1:4

Demolition of cement concrete (unreinforced) concrete in ground floors and paving n-exc 15cm thickness ( below or above ground floors.) complete all as specified and as directed.

PCC 1:3:6 type C-1(20mm graded stone agreegate) as in surface channels and drains complete specified and directed.

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.

50 mm thick cement conrete 1:3:6 type C-1 using 20mm graded stone aggregate as in plinth protection joint filled with bitumen sand mix finished even and smooth without using extra cement, complete all as specified and directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for, including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Pre-cast reinforced cement concrete (1:2:4), type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in landings, cover slabs (for drain cover, man holes etc.) chullah hoods, chajjas, water troughs and similar articles with plain faces as specified in clause No- 4.11.16 of SSR Part-I (2009), set in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m deep for foundation etc and getting out any type of soil

Cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregates) as in foundation, fillings and mass concrete

RCC1:1.5:3 (Nominal mix) type A-1 using 20mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and massconcrete, complete all as specified and directed.

RCC1:1.5:3 (Nominal mix) type A-1 using 20mm graded stone aggregate as in Columns, pillars, piers,posts and struts , complete all as specified and directed.

Formwork to sides of rough finished flat surfaces 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 complete all as specified and directed by Engineer-in-Charge.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions (rough finished flat surfaces of concrete), all as specified and directed.

M & L for mild steel deformed or twisted ,TMT bars 10 mm dia and above , cut to length, bent to shape required, including cranking, bending spirally for hooping, hooking ends and binding with MS wire (annealed) not less than 0.90 mm dia or securing with clips quality conforming to E-250 (Fe 410W) ,complete all as specified and as directed.

All as per item Ser No 46 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.

Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, Fe-410W (Gde E-250) quality B, 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 fastering and fixing complete.

Granite 20mm thick(table rubbed and polished) in cooking platform and like in cement mortar 1:4 including pointing in white cement(1:2) using marble dust making holes in RCC shelves suitable for gas pipe with round edges where required complete all as directed.

Returning filling in including spreading, levelling , watering and well ramming of earth incl stone boulders in layers not exc 50 cm.

Machine pressed precast conctete interlocking paver block glossy finished 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-7.5 (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.

Chequered cement concrete glossy finish coloured tiles size 400mmx400mmx20/25mm thick, 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 20mm thick screed bed or bedding layer in cement mortar 1:6 laid over and including 75mm thick sub base of Nominal Mix M-7.5 (1:4:8), type D-2 using 40mm graded crushed stone aggregate, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix (1:2:4) M-15, type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in copings, kneelers, plinth courses, apex stones, bed plates, kerbs, mud stops, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Amount of Schedule of credit of for Rs 13,945.00 shall be deducted from quoted amount.

M/S KARAN SINGH CONTRACTOR (BID ID -3097813)

Deepak Enterprises (BID ID -3097870)