Repair to fencing, drain, path, culvert and retaining wall under GE (Utilities) Udhampur.

Amount

Demolition of PCC in ground floors & pavings n exc 15 cm thickness below or above ground level, unreinforced and removing the rubbish out side MD land complete all as specified and directed by Engr-in-Charge.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-Charge.

Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-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 precastconcrete articles complete all as specified and directed by Engr-in-Charge.

M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

All as per item No 05.00 here-in-before but except Bricks complete all as specified and directed by Engr-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 directed by Engr-in-Charge.

All as per item No 06.00 here-in-before above but except stone complete all as specified and directed by Engr-in-Charge.

M&L for Precast cement concrete Block (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in bond stones set in cement mortor 1:6 complete all as specified and directed by Engr-in-Charge.

Extra over stone walling for hammer dressing with miximum depression on face from straight edge held against the dressed surface not exceeding 20 mm to face stones (Granite or Trap stone) and dressing of face beds and joints, as specified of random rubble walling, uncoursed or brought upto courses complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping, fixing angle aron etc (including necessary form work) complete all as specified and directed by Engr-in-Charge.

S&F PVC 110mm dia pipe in any length with rubber rings joints laid as in weep holes complete all as specified and directed by Engr-in-Charge.

M&L for hand packing (any thickness) at back of wall over arches etc. and rising (or lowering) to the required labour, complete all as specified and directed by Engr-in-Charge.

M&L for Raised pointing to stone masonary wall in cement mortar 1:3 complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:3:6 type C1 (using 20 mm graded aggregate) in surafce channel and drains complete all as specified and directed by Engr-in-Charge.

M&L for extra for forming fair finished drain or channel 45cm inner girth in cement concrete, using extra cement, incl forms moulds, mitered/stopped ends etc complete all as specified and directed by Engr-in-Charge.

M&L for 300 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engr-in-Charge.

M&L for 450 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:4:8 type D2 (40mm graded aggregate) as in foundations, filling and mass concrete,(bedding, packing and haunching against the sides of pipes) complete all as specified and directed by Engr-in-Charge.

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

Rendering 15mm thick in cement mortar 1:4 on faces of bricks work/stone work/concrete surface finished the surface even and smooth(without using extra cement) as on walls complete all as specified and directed by Engr-in-Charge. Note :- Plaster shall be carried out upto any height in patches and contractor shall have no claim for height and scaffolding what so ever is required to complete the work.

Rendering 15mm thick in cement mortar 1:6 on faces of bricks work/concrete surface finished the surface even and smooth(without using extra cement) as on walls complete all as specified and directed by Engr-in-Charge. Note :- Plaster shall be carried out upto any height in patches and contractor shall have no claim for height and scaffolding what so ever is required to complete the work.

M&L for preparation of new plastered surfaces of wall or concrete surfaces and applying two coats of cement based paint over one coat of primer complete all as specified and directed by Engr-in-Charge.

Preparation of new plastered wall surfaces and applying two coat of white wash, complete all as specified and directed by Engr-in-Charge.

M & L two coat of cement base paint over a coat of alkali resistant priming paint over old plastered surfaces of wall including preparing surfaces after complete removal of existing treatment upto 5-10 m height from ground level and at all locations as directed including , scaffolding, cleaning and curing etc complete all as specified and directed by Engr-in-Charge.

M&L for brushing neat cement slurry with 3.00kg of cement per sq.metre complete all as specified and directed by Engr-in-Charge.

Precast reinforced cement concrete, (Nominal mix), Type B-1, 1:2:4 (using 20mm graded crushed stone aggregates) as in cover slab, manhole cover, shelves and similar articles with plain face, set and jointed in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge. Note : Reinforcement shall be measured and paid separately.

RCC M-25 as in walls, basement wall,retaining wall of any thickness above top of footings incl attached pilasters & buttresses complete all as specified and directed by Engr-in-Charge. Note : Reinforcement shall be measured and paid separately.

Form work to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work with rough finished.complete all as specified and directed by Engr-in-Charge.

TMT bars 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 specified and directed by Engr-in-Charge.

TMT bars 6mm to 8mm 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 specified and directed by Engr-in-Charge.

Dismantling of RCC post or struts of any section embedded in concrete or brick work,masonary etc., including taking out embedded portion and making good disturbed ground and its removal to store yard complete all as specified and as directed by Engr-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided ( FI, Angle posts, Round bars or TMT bars along chain link mesh etc. ) incl. its removal to store yard complete all as specified and directed by Engineer-in-Charge.

Dismantling fencing wire mesh, any type ( chain link mesh and barbed wire mesh ) incl. its removal to store yard complete all as specified and as directed by Engineer-in-Charge.

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

Mild steel work for posts and struts in fencing includings cutting tops to shaps as directed, drilling holes, notching for wire etc: flat iron fillets (For securing wire mesh etc) incl all necessary drilling bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.

M &L for cement concrete type B2 1:2:4 using 40mm graded stone aggregate in foundations, filling ,mass concrete and fdn of fencing posts etc. complete all as specified and directed by Engr-in-Charge.

PCC 1:3:6, type C-2, using 40 mm graded crushed stone aggregate as in fdns, filling, mass concrete and for embedding chain link mesh bottom complete all as specified and as directed by Engineer-in-Charge.

Preparing surfaces of wood, steel and iron work new or old or any description and girth not otherwise described and treated with tar or coal tar black paint complete all as specified and directed by Engr-in-Charge.

Supply only Chain Link MS galvanised fencing ( Dia of wire 4mm) having mesh size of 50x50mm centre to centre complete all as specified and as directed by Engr-in-Charge.

Fixing only mild steel galvanized wire chain link fencing mesh of any size to any type of standard rails, straining bolts, including provision of binding wire complete all as specified and directed by Engr-in-Charge.

Mild steel screw bolts ( Machine made ) 5 to 10mm dia of neck with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed end to fitted with washers and one hexagonal or square nuts exc 5cm but not exc 10cm long fixed complete all as specified and directed by Engr-in-Charge.

Galvanized, two strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire staples or steel pins etc as directed and specified (Each line to be measured separately) complete all as specified and directed by Engr-in-Charge..

Mild Steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking, bending, hooking for columns and binding with steel wire (annealed) not less than 0.9 mm dia or securing clips ( for chain link fencing ) all as specified and directed by Engin-in-Charge.

Restraining and re-securing existing barbed wire of any description including making good staples complete all as specified and as directed by Engineer-in-Charge.

Framed work such as grills, gates etc with ends of bars, shouldered or riveted or forged into spikes, framed guard bars, barred iron doors , ladders, framed balusteres: Walk ways, railing; framework of wateretank and similar work conforming to Fe 290 Gde E -165 complete all as specified and as directed by Engineer-in-Charge

Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-In-Charge.

Preparation of new steel surfaces not exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-In-Charge.

S & F in repairs concentrina coil galvanised 60 cm dia ( spacing of coil wire @ 20cm c/c ) incl securing point in crossing and provn of galvanised mild steel wire staple or steel pin complete all as specified and directed by Engr-in-Charge.

Plain galvanised mild steel sheeting 0.63mm thick fixed as repairs in ridges, valley gutters, crumple joint covers and similar items with grade of zinc coating 275 complete all as specified and directed by Engr-in-Charge.

M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of path/hardstanding complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B-1, 75 mm thick using 20mm graded stone aggregate as in flooring finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:2:4 type B-1 (using 20mm graded aggregate) as in kerbs or mud stops,rounded or chemfered on edges complete all as specified and directed by Engr-in-Charge.

Machine pressed precast concrete interlocking paver blocks any shape and size confirming to IS15658-2006 of 80 mm thick (M-40 Grade) with grey cement and no pigment complete all as specified and directed by Engr-in-Charge.

Chequered cement concrete coloured tiles 25cmx25cmx25mm thick set over & including 20 mm thick screed in cement mortar (1:6) with neat cement and pointed in grey cement mixed with pigment to match the shade of tiles complete all as specified and directed by Engr-in-Charge.

Fine sand filling under floor in layers not exceeding 25cm each layer including watering and well ramming complete all as specified and directed by Engr-in-Charge.

M&L precast cement concrete jallies 25mm thick (measured solid set in cement mortar 1:4 incl all moulding and necessry form work, complete all as specified and directed by Engr-in-Charge.

RAMAN CONSTRUCTION CO

M/S PARDEEP KUMAR

ATUL TRADING CO

AS BUILDCON