REPAIR TO FENCING, COMPOUND WALL AND AREA DRAINAGE FOR AREA ZONE C, ZONE D, ZONE E AND ZONE F AT MIL STATION SRI GANGANAGAR.

Amount

Dismantling Posts or struts (steel or RCC) any section ,including taking out embedded portion and making good disturbed ground post embedded in concrete complete all as specifed and directed by Engineer-in-charge.

Excavation in post holes (or similar holes) each n.exc. 0.5 cum getting out removing filling, in and ramming earth or broken mixed with earth around in layers not exc. 25 cm watering and removing surplus soil to a distance n.exc. 50m and making good surface in soft loose soil complete all as specifed and directed by Engineer-in-charge.

M&L PCC 1:3:6 (40mm graded stone aggregate) type C2, in foundation of posts and struts complete all as specifed and directed by Engineer-in-charge.

M&L mild steel work i.e. Angle iron/flat iron as in post and struts (Angle Size upto & above 65x65x8 & FI 40x6 mm) in fencing including cutting tops to shape, drilling holes, notching for wire etc conforming to Fe-290 grade E-165 complete all as specifed and directed by Engineer-in-charge..

S&F 10mm dia MS round bar for fixing of chain link fencing with post complete all as specifed and directed by Engineer-in-charge.

M&L two coats of synthetic enamel over a coat of red oxide primer exc 10 cm width /girth on new dteel surfaces including preparation of surfaces complete all as specifed and directed by Engineer-in-charge.

Supply only chain link fencing galvanised mild steel hot dipped(IS -2721) of 4 mm dia of mesh size 100X100 mm any size complete all as specifed and directed by Engineer-in-charge.

Fixing only of chain link fencing including above galvanised mild steel to any type of standard rails vision of binding wire complete all as specifed and directed by Engineer-in-charge.

S&F 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 and dia of neck 11 to 15 mm complete all as specifed and directed by Engineer-in-charge.

Demolition of brick work built in cement mortar of any description complete all as specifed and directed by Engineer-in-charge.

M&L brickwork withsub class `B' Bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specifed and directed by Engineer-in-charge.

M& L for PCC 1:3:6 type C1 (using 20 mm graded aggregate) as coping complete all as specifed and directed by Engineer-in-charge.

Demolition of reinforced cement concrete of any description and in any position not other wise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specifed and directed by Engineer-in-charge.

M&L for Reinforced cement concrete type B-1 {1:2:4} using 20 mm graded agg in stabs supported on walls, beams and colmns in floor/ roofs landings, balconies canopies deck slab,lintels,bands,copings and in shelves etc complete all as specifed and directed by Engineer-in-charge.

M & L form work to the slab,beams and colmns for rough finished surfaces of concerte flat complete all as specifed and directed by Engineer-in-charge.

M&L TMT bar 10 mm 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 0.9 mm dia complete all as specifed and directed by Engineer-in-charge.

M&L for TMT bars 6 to 8mm dia and over cut to length bend to shape reqd incl crancking and incl mild steel wire (annealed) not less than 0.9mm dia complete all as specifed and directed by Engineer-in-charge.

Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specifed and directed by Engineer-in-charge.

M & L for 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-290(Grade-165) complete all as specifed and directed by Engineer-in-charge.

Excavating in trenches, n exc 1.5m wide and n exc 1.5 m 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 soft / loose soil complete all as specifed and directed by Engineer-in-charge.

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

Removing excavated material n exc. 50 mtr and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and directed by Engineer-in-charge.

PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation lean concrete complete all as specifed and directed by Engineer-in-charge.

Taking down cement plaster any description including raking out joints, hacking for key and scrubbing down with water etc complete all as specifed and directed by Engineer-in-charge.

M&L 15mm thick rendering in two layers, first coat 10mm thick and second coat 5mm thick with water proofing compound by weight of 3% of cement layer of brick/concrete surface in CM (1:4) finished even and smooth (with out using extra cement) including internal water proofing compound complete all as specifed and directed by Engineer-in-charge.

M&L two coats of cement based paint over white wash in new surfaces of walls including preparation of surfaces complete all as specifed and directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C-2 (40mm graded stone agg.) concrete in surface channels and drains complete all as specifed and directed by Engineer-in-charge.

M & L flush pointing in CM 1:4, to bricks laid flat or brick edge in pavings and drain complete all as specifed and directed by Engineer-in-charge.

Dismantling of bricks (laid flat or on edge)or brick tiles in floors, channels,drain edges, kerbs, aprons, etc. (each layer) complete laid in any mortar complete all as specifed and directed by Engineer-in-charge.

M&L brickwork withsub class `B' Bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 in half brick thick wall / on edge wall complete all as specifed and directed by Engineer-in-charge.

M & L Preparation of new plastered surfaces of wall and applying two coats of cement base paint over 3 mm thick wall putty over one coat of alkali resistant primer complete all as specifed and directed by Engineer-in-charge.

M&L one coat of cement base paint to old surfaces of walls including preparation of surfaces complete all as specifed and directed by Engineer-in-charge.

M&L for two coats on brick, stone, concrete, asbestos cement or plaster surfaces of any description over 10cm girth or width, not otherwise described for painting complete all as specifed and directed by Engineer-in-charge.

Demolition concrete in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specifed and directed by Engineer-in-charge.

M&L75 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate) filling and mass concrete complete all as specifed and directed by Engineer-in-charge..

M&L 25mm thick cement concrete flooring type B0, 1:2:4 using 12.5 mm graded aggregate finished even and fair complete all as specifed and directed by Engineer-in-charge.

M&L for sand filling (25mm thick) under floors or in foundations including watering and consolidation complete all as specifed and directed by Engineer-in-charge.

M&L Machine pressed precast rubber moulded concrete coloured interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness with grey cement and pigment M-35 Grade 20mm graded stone aggregate) complete all as specifed and directed by Engineer-in-charge.

M&L for Machine pressed rubber moulded precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment complete all as specifed and directed by Engineer-in-charge.

M&L 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles set jointed and pointed in neat cement slurry in floors with grey cement and no pigments including 15mm thick screed in CM 1:6 complete all as specifed and directed by Engineer-in-charge.

M&L providing precast cement concrete in PCC (1:2:4) type B-1 with 20 mm graded aggregate for kerb stone and similar works with plain fair finishes including chamfers, weatherings, throat- ing etc. and setting in mortar (1:4) including excavation and removal of spoil/earth complete with joints to match complete all as specifed and directed by Engineer-in-charge.

S&F in Repair 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 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 specifed and directed by Engineer-in-charge.

Dismantling for floor hearth or wall tiling including cement mortor bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specifed and directed by Engineer-in-charge.

M & L for glazed coloured ceramic tiles in vertical surface 450x350x7mm thick /600x300x7 mm thick including 10mm thick back plaster in CM 1:4, set and jointed in neat cement slurry and pointed with coloured cement to match the surface complete all as specifed and directed by Engineer-in-charge.

S & F for Vitrified coloured joint free ceramic tile 10mm thick light shade (square / rectangular) polished, area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, over and including 15mm thick screed bed in Cement Mortar 1:6 in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match, complete all as specifed and directed by Engineer-in-charge.

Machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specifed and directed by Engineer-in-charge.

M & L for Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade granite stone including grinding and polishing over and including 15mm thick screed bed in Cement Mortar 1:4 in floors etc complete all as specifed and directed by Engineer-in-charge.

Providing precast RCC Jallies ( cement concrete Type B0 1:2:4 12.5mm gragded aggregate) louvres and jallies, 25 mm thick (measured solid), including all mouldings complete all as specifed and directed by Engineer-in-charge.

Note :(i) Amount of credit for retrieved materials is mentioned in Sch 'A' Section-II of tender documents in pdf form which will be deducted while acceptance of tender offline.

PAREEK AND COMPANY

Dashmesh Construction Company

R B Infrabuilders

LM CONSTRUCTIONS

AYUSH BUILDERS