CERTAIN MISC WORKS REPAIRS TO RETAINING WALL DRAINS CULVERTS AND OTHER MISC WORKS AT AF STN UDHAMPUR

Amount

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced(reinforcement cut as required to facilitate demolition) cement concrete of any description and in any position not otherwise specifically provided complete all as specified and as directed by Engineer-in-Charge.

Cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concreting complete all as specified and as directed by Engineer-in-Charge.

Plain cement concrete 1:2:4, type B-0 ( using 12.5 mm graded crushed stone aggregate ) as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates, hold fast blocks, filling to pressed steel chowkat 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.

Plain cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate ) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.

Reinforced cement concrete 1:2:4, type B-1 ( using 20 mm graded crushed stone aggregate ) as in mass concrete, complete all as specified and as directed by Engineer-in-Charge.

M/Lfor brick work with sub-class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

Demolition of Brickwork or stone/boulder masonry, laid dry complete all as specified and as directed by Engineer-in-Charge.

Providing precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks ( for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, boundarys ( for stone walling) corbwls, beackets, etc. ( of any section indicated) with plain fair faces, including chamfers weatherings throating etc. and setting in mortar complete with joints to match, ttype B-1(20mm graded aggregate) Set in CM1: 4 complete all as specified and as directed by Engineer-in-Charge.

M/Lfor brick work with sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick walls built in In cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

Providing precast cement concrete in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain with plain fair faces, including chamfers weatherings throating etc. and setting in mortar complete with joints to match, type B-1(20mm graded aggregate) Set in CM1: 4 complete all as specified and as directed by Engineer-in-Charge.

M/L for RCC M25 (Design mix) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.

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

Formwork to sides of pillars, posts, struts, piers, columns( square, circular, rectangular on plan or polygonal) and stanchions Rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-Charge.

Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landinqs and similar work; not exceeding 200 mm thick (Horizontal or sloping for flat) complete all as specified and as directed by Engineer-in-Charge.

S/F mild steel bars TMT 10 mm dia and over, cut to length,bent to shape required, including cranking, bending spirally for hooping for coh, .nns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips.

S/F mild steel bars TMT 6mm to 8 mm dia and over, cut to length,bent to shape required, including cranking, bending spirally for hooping for coh, .nns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge..

Ditto but 5 mm over upto and including 10 mm dia in stirrups, spacers and binders complete all as specified and as directed by Engineer-in-Charge..

Mild steel round 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 by Engineer-in-Charge.

Mild steel round bars 10mm dia and over, (Except bars) 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 by Engineer-in-Charge.

S&F in repairs of MS Gate by taking down the MS gate( 2 panels) and refixing in the same opening by providing pivot hinge pair of suitable size as per the height of each panel for smooth & safe functioning of gate. (Repair work incl.- (A) Demolition/cutting of existing hinge system of the gate. (B) Re-sizing of the gate by cutting members/by adding members according to the opening of the gate pillars. (C) Additionally, roller track is to be provided for each panel by providing track of suitable 'T' section and MS rod of 20mm dia welded to 'T' section for rolling of MS gate roller - U groove type wheel with track rail bracket(greasable) of size 100mmx25mm for smooth opening/closing of the gates incl. necessary PCC work for embedding the track. (D) Cylindrical pivot hinge of size 28mm be provided along with the necessary arrangements to fix with gate and pillar/floor complete all as specified and as directed by Engineer-in-Charge..

Rendering 15 mm thick on other than fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar (1:4), including integral liquid WPC by wt of cement as per manufacturer instruction , complete all as specified and as directed by Engineer-in-Charge.

Taking down cement or cement lime plaster, any description 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.

Supply only Integral water proofing compound

Preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over a coat of chalk whitening preparatory to distempering including preparation of surface complete all as specified and as directed by Engineer-in-Charge.

M&L Reinforced concrete pipes of internal dia 300 mm, class NP2, laid and jointed complete with collarsas specified(The rates include for laying pipes level or to falls in trenches, etc. on concrete bed or directly on hard ground as indicated and making joints and testing as specified.) complete all as specified and as directed by Engineer-in-Charge.

Demolition and breaking up drain pipes of 300 mm (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and as directed by Engineer-in-Charge.

M&L Reinforced concrete pipes of internal dia 600 mm, class NP2, laid and jointed complete with collarsas specified(The rates include for laying pipes level or to falls in trenches, etc. on concrete bed or directly on hard ground as indicated and making joints and testing as specified.) complete all as specified and as directed by Engineer-in-Charge.

M&L Bends of 300 mm dia, laid and jointed, complete all as specified and as directed by Engineer-in-Charge.

M&L Bends of 600 mm dia, laid and jointed, complete all as specified and as directed by Engineer-in-Charge.

M&L Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work 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 colour tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over 15mm thick sreed bed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Non - skid Ceramic colour tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick sreed bed in CM 1:4 complete all as specified and as directed by Engineer-in-Charge.

Demolition of Stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and as directed by Engineer-in-Charge.

M&L Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match(over 10mm thick screed bed in CM 1:4) the shade of the slab including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and as directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brickwork, masonry etc., complete all as specified and as directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embedded in natural ground complete all as specified and as directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type complete all as specified and as directed by Engineer-in-Charge.

Excavation in post holes (or similar holes) each not exc. 0.50 cum, in any type of soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc. 25cm, watering and removal of excavated materials to a distance n. exc. 50m and making good surfaces, complete all as specified and as directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, of any mesh,size and any type after restraining and rescuring including making good , complete all as specified and as directed by Engineer-in-Charge.

S&F Mild steel work as in 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 Engineer-in-Charge.

Supply only chain link mild steel galvanised fencing , complete all as specified and as directed by Engineer-in-Charge.

S&F in repairs 20cmx20cmx25mm thick Chequered Cement Concrete tiles with grey cement and no pigment , machine pressed, set jointed and pointed in neat cement slurry in floor ,laid over and including 15 mm thick bedding layer in CM 1:4. complete all as specified and as directed by Engineer-in-Charge.

Dismantling of machine pressed concrete interlocking paver block tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed complete all as specified and as directed by Engineer-in-Charge.

Factory made 80 mm thick machine pressed precast concrete coloured interlocking tiles/paver blocks with glossy finish of any shape and size/colour conforming to IS 15658-2006 of M-40 grade, jointed with grey cement mixed with pigments complete all as specified and as directed by 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 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.

S&F Providing precast cement concrete (Type B0 1:2:4, 12.5mm graded aggregate) louvres and jallies, 25mm thick (measured solid) set in cement mortar 1:4, including all mould- ings but excluding frame) complete all as specified and as directed by Engineer-in-Charge.

M&L Asbestos cement building boards plain of 4mm thickness complete all as specified and as directed by Engineer-in-Charge.

M&L 50mm x 5mm asbestos cement cover strips with bevelled edges complete all as specified and as directed by Engineer-in-Charge.

M&Lfine aggregate (approved sand) and and saw dust mixed at (3:3) ratio and spread , levelled complete loe true and inclined finished surface complete all as specified and as directed by Engineer-in-Charge.

M&L Excavating over areas (soft soil) , n exc 1.5 m deep on inclined surface of max hight 4.5 M and getting out complete all as specified and as directed by Engineer-in-Charge. .

DAVINDER SINGH

PARAS RAM ASGOTRA AND SONS

SHIVAE CONSTRUCTION