Repair to certain B/R misc works and certain repair to roof sheeting and joinery work in water supply installations under GE (Utilities) Udhampur

Amount

Demolition of PCC in ground floors & pavings not exceeding 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.

100 mm thick plain cement concrete M-15(1:2:4), type B2 (using 40mm graded agg) as in path etc, finished even and smooth w/o using extra cement complete all as specified and directed by Engr-in-Charge.

Machine pressed precast concrete interlocking pavor block 50% grey and 50% coloured of any shape and size conforming to IS 15658-2006 of 60mm thicknes, M-35, over and including 75mm thick PCC, M-7.5 (1:4:8), Type D-2, (using 40 mm graded aggregate) and 25mm thick sand cushion complete all as specified and directed by Engr-in-Charge.

Roughening surfaces of old concrete surfaces by picking, sweeping clean and washing down with water to remove dust etc complete all as specified and directed by Engr-in-Charge.

Brushing neat cement slurry with cement @ 3kg /sqm complete all as specified and directed by Engr-in-Charge.

Glossy finished, chequered coloured cement concrete tiles of size 30cmx30cmx30mm thick, machine pressed, factory made, set jointed and pointed in neat cement slurry, laid in floor with grey cement and pigment complete all as specified and directed by Engr-in-Charge.

Precast reinforced cement concrete, (Nominal mix), M-15 (1:2:4),Type B-1 (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.

Reinforced cement concrete, (Nominal mix), M-15 (1:2:4),Type B-1 (using 20mm graded crushed stone aggregates) as in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed by Engr-in-Charge. Note : Reinforcement shall be measured and paid separately.

Form work to sides and soffits of suspended slab, such as roof slab, floor slab, landing and similar work not exceeding 200mm thick (horizontal or sloping) for rough finish surfaces, 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.

Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 quality A including one shop coat of zinc chromate primer paint including preparation of surfaces at contractor's workshop before fabrication complete all as specified and directed by Engr-in-Charge.

Hard drawn steel wire fabric exceeding 4.00kg per sqm cut to length, bent to shape required and welding with MS angle iron frame, complete all as specified and directed by Engr-in-Charge.

Preparation of newly steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint 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 precast concrete articles complete all as specified and directed by Engr-in-Charge.

Brickwork with sub-class ‘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 serial item no 17 here-in-above but except bricks.

Walling of random rubble, stone masonry 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 19.00 here-in-before but except stone.

Precast cement concrete Block, M-10 (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in bond stones set in cement mortor 1:6 acomplete 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.

PCC, M-15(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.

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.

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

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.

Flush pointing to stone masonary wall in cement mortar 1:3 complete all as specified and directed by Engr-in-Charge.

PCC, M-15 (1:2:4), type B1 (using 20 mm graded aggregate) in surafce channel and drains complete all as specified and directed by Engr-in-Charge.

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

300 mm bore Reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-7.5 (1:4:8), type D2 (using 40mm graded aggregate) as in bed to 300mm dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested for complete all as specified and directed by Engr-in-Charge.

Raking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to course on edge etc 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 fair 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 extra claim for height and scaffolding what so ever is required to complete the work.

Rendering 20 mm thick in cement mortar 1:4 on fair 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 extra claim for height and scaffolding what so ever is required to complete the work.

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.

Running welding, thickness of metal to be welded exc 6mm and not exceeding 9mm complete all as specified and directed by Engr-in-Charge.

MS work as in Y shape angle iron horn like of any shape as directed including cutting and welding to shape required drilling holes notching for wire etc fixed in position complete conforming to FE-410-O or FE-310-O complete all as specified and directed by Engr-in-Charge.

Dismantling barbed wire of any description complete all as specified and directed by Engr-in-Charge.

Glavanised 2 stranded steel barbed wire 2.24 mm dia, barbed with 2.00 mm dia barbs at 75 mm spacing, straining and fixing to any standard rails and straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire stapples or steel pins etc complete all as specified and directed by Engr-in-Charge.

Restraining resecuring existing galvanised barbed wire as in fencing, including making good staples etc complete all as specified and directed by Engr-in-Charge.

Dismantling fencing wire, chain link, mesh fencing or any type and any position etc complete all as specified and directed by Engr-in-Charge.

Chain link fencing 4mm dia bar and mesh size 100x100mm complete including line wires of any mesh size and to any type of standards rails,straining bolts etc including provisioning of binding wire complete all as specified and directed by Engr-in-Charge.

Taking down concentrina coil 600mm dia laid over Y shape angle irom complete all as directed by Engr-in-Charge.

Concentrina coil 600mm dia laying on the Y shape angle iron post and binding the each coil with wire complete all as specified and directed by Engr-in-Charge.

Boulder filing dry,handpacked tightly,as in wire crate apron bunds(wire crate measured separately) complete all as specified and directed by Engr-in-Charge.

4 mm dia galvanised steel wire,150x100 mm mesh,made up into mattresses or cages, lapped, wired and laid on position, including closing after filling complete all as specified and directed by Engr-in-Charge.

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

Rolled mild steel work as in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to grade Fe-420 W(Gde-E-50) quality-A, steel work duly painted with one shop coat of zinc chromate primer including preparation of surfaces complete all as specified and directed by Engr-in-Charge.

2nd class hard wood (sal/hollock), glazed and skelton shutters 35mm thick open rebated and prepared to receive glass, gauge,etc. (without sash bars), edges of framing palin, chamfered or rounded, fitted with cut & mitred beads for securing glass etc. sizes of members of shutters as specified in SSR Pt-I Section 8.24(a) supplied and fitted to chowkhats complete including fixing only iron mongery such as tower bolt,handle,hinges,aldrop bolt etc complete all as specified and directed by Engr-in-Charge.

Factory made, 2nd class hard wood (sal/hollock), plain framed, panelled shutters (two panels) with lock rail and panel of 9 mm BWP commercial ply or 12 mm veneered particle board with commercial veneering on both sides, the side of rail and stile as per IS-1003 (Part-I), kiln seasoned and chemically pressure treated, 35 mm thick complete including fixing only iron mongery such as tower bolt,handle,hinges,aldrop bolt etc complete all as specified and directed by Engr-in-Charge.

Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides, 40mm thick complete including fixing only iron mongery such as tower bolt, handle, hinges, aldrop bolt etc complete all as specified and directed by Engr-in-Charge.

Taking down chowkhats or frames including shutters (without taking off shutters from the frames) not exceeding 1.50 Sqm each and removing from site, complete all as specified and directed by Engr-in-Charge.

Taking down chowkhats or frames including shutters (without taking off shutters from the frames) exceeding 1.50 Sqm but not exceeding 4 Sqm each and removing from site, complete all as specified and directed by Engr-in-Charge.

Taking down shutters of any description exceeding 1.00 Sqm and not exceeding 2.00 Sqm each and removing from site, complete all as specified and directed by Engr-in-Charge.

Taking down and refixing shutters of any description exc 1.00 Sqm and n.exc 2.00 Sqm each in same opening, complete all as specified and directed by Engr-in-Charge.

200 mm long mild steel barrel tower bolts, stove enameled black, with bright bolt complete all as specified and directed by Engr-in-Charge.

150 mm long mild steel pressed steel handle (in repair), oval type, stove enameled black complete all as specified and directed by Engr-in-Charge.

Mild steel sliding door bolt plate type 250 mm long stove enameled black with bright bolt not less 12 mm dia bolt with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate, complete all as specified and directed by Engr-in-Charge.

Mild steel sliding door bolt plate type 300 mm long stove enameled black with bright bolt not less 12 mm dia bolt with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate, complete all as specified and directed by Engr-in-Charge.

Providing cement concrete, M-10(1:3:6) type C-0 (using 12.5mm graded crushed stone aggregates) for filling in the pressed steel door frame/hold fast complete all as specified and directed by Engr-in-Charge.

Stainless steel wire cloth cut to size, 0.36 mm nominal dia wire and average width of aperture 1.40 mm and fixed with tinned tacks or galvanised wire staple complete all as specified and directed by Engr-in-Charge.

Stainless steel wire cloth (in repair), 0.36 mm nominal dia of wire and average width of aperature 1.40 mm and fixed with stainless steel staple complete all as specified and directed by Engr-in-Charge.

Expanded metal exceeding 4.00kg per sqm cut to length, bent to shape and welded with MS angle iron frame, complete all as specified and directed by Engr-in-Charge.

Pressed steel frames of size 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc and providing one shop coat of primer and tarring back side of frame, complete all as specified and directed by Engr-in-Charge.

Pressed steel frames of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc and providing one shop coat of primer and taring back side of frame, complete all as specified and directed by Engr-in-Charge.

Dismantling Asbestos cement (corrugated,semi corrugated, etc) sheets in roof coverings complete all as specified and directed by Engr-in-Charge.

6mm thick asbestos cement corrugated or semi corrugated sheets in roofs, walls etc fixed with L-type or J-type of cranked hook bolts complete all as specified and directed by Engr-in-Charge.

All as per serial item no 69 here-in-above but except AC sheets.

Asbestos cement, one piece, plain angular as in ridge, 6mm thick fixed with L-type or J-type or cranked hook bolts complete all as specified and directed by Engr-in-Charge.

Bitumastic gola, with 80/25 bitumen and coarse sand mixture 1:3 by weight, 8cmx8cm at the junction of roofing to vertical surfaces complete all as specified and directed by Engr-in-Charge.

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering complete all as specified and directed by Engr-in-Charge.

Prepainted galvalume aluminium zink coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.

Prepainted galvalume aluminium zink coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-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 directed by Engr-in-Charge.

Non skid coloured tiles, 7 to 8 mm thick, area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floor etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, laid over 15mm thick screed bed in CM 1:6, complete all as specified and directed by Engr-in-Charge.

Glazed ceramic coloured tiles 450mm x 350mm x 7mm thick as in vertical surfaces such as skirting dado etc, set and jointed in neat cement slurry, jointed in white or coloured cement to match over and including 10mm thick rendering in cement mortar 1:4 to receive tiles, complete all as specified and directed by Engr-in-Charge.

15 mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

10 mm thick rendering on fair faces of brick /concrete surfaces as in ceiling in cement mortar 1:3 and finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Applying two coat of oil bond distemper on walls after preparation of newly plastered surfaces over a coat of white primer, complete all as specified and directed by Engr-in-Charge.

Applying three coats of white washing on ceiling including preparation of newly plastered surfaces complete all as specified and directed by Engr-in-Charge.

Preparation of new wooden surfaces of any description not otherwise described, exc 10 cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and directed by Engr-in-Charge.

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

Repairs to existing steel rolling shutters without ball bearing by taking down top cover, anchoring rod, spring etc and providing new springs and anchoring rod, replacing the worn out strips, safety lever lock of shutters and welding of handle, hasp staple and other broken articles etc, greasing the spring, guide rail, shaft etc and making functional and errecting in position, including refixing of top cover/hood etc, and refixing in same opening and making good in CM 1:3/PCC to match the existing surface, opening n.exc. 10 sqm each and finally painting with two coats of synthetic enamel paint, complete all as specified and directed by Engr-in-Charge.

Hacking out old broken glasses (any thickness, size, quality or description) from wooden frames or steel frames, glazed with putty or fixed with wooden beads, complete all as specified and directed by Engr-in-Charge.

3mm thick sheet glass ordinary quality, and glazing with oil putty or wooden beads in squares n.exc 0.50 Sqm in each pane, complete all as specified and directed by Engr-in-Charge.

Roughening surfaces of old concrete surfaces by picking sweeping, cleaning and washing down with water to remove dust etc including taking down tarfelt and brushing neat cement slurry @ 3 Kg/Sqm including 20mm thick screeding in CM (1:3) finished even and smooth mixed with water proofing compound complete all as specified and directed by Engr-in-Charge. (WPC shall be measured and paid separately)

Applying bituminous primer on roof surfaces @ 0.40 ltr/Sqm and applying one coat of hot blown bitumen of grade 85/25 @ 1.20 Kg/Sqm and laying 3mm thick polymeric waterproofing membrane of 3.5 Kg/Sqm and bonded completely to the surfaces with overlap of 10 cms( with torch application) and overlaps are to be sealed by flame torch and applying one coat of IWL Aluminium paint complete all as specified and directed by Engr-in-Charge. Make: STP/IWL

10 litre capacity PVC, low level, valveless, syphonic action type flushing cistern, inlet ball valve, float valve, handle and fixing arrangement, 32 mm dia PVC flushing pipe and 15 mm dia 450 mm long PVC connection with PTMT waste coupling (fixed in repair), complete all as specified and directed by Engr-in-Charge.

PVC connection suitable for 15 mm pipe with PTMT nuts and washers for both ends of length 450 mm long, (fixed in repair), complete all as specified and directed by Engr-in-Charge.

Vitreous china squatling pan water closet, orissa pattern, size 580 x 440 mm white with integral foot rests (excluding flushing cistern and flush pipe) including PVS (SWR) 'S' trap, provn of lime concrete and jointing to flush pipe (fixed in repair), complete all as specified and directed by Engr-in-Charge.

Supply only integral water proofing compound as per latest IS specification complete all as specified and directed by Engr-in-Charge.

Stainless steel grating doom(in repar) 100/150mm dia with or without hole complete all as specified and directed by Engr-in-Charge.

Vitreous China wash basin (in repair), white, flat back, size 550x400mm excluding tap, chain, plug but including for fixing of taps,waste fitting, brackets and cutting for and pinning in ends of brackets but fixed in repair ccomplete all as specified and directed by Engr-in-Charge.

Preparation of old plastered/unplastered wall surfaces and applying one coat of cement base paint white or tinted, complete all as specified and directed by Engr-in-Charge.

Peparation of old plastered or unplastered surfaces of walls and applying two coats of cement base paint white or tinted, complete all as specified and directed by Engr-in-Charge.

Preparation of old painted wooden surcaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enammel paint, complete all as specified and directed by Engr-in-Charge.

Preparation of old painted steel surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enammel paint, complete all as specified and directed by Engr-in-Charge.

Coloured chequered cement concrete tiles, machine pressed, factory made of size 250 x 250 x 22mm thick, with grey cement and pigment, set, jointed and pointed in neat cement slurry, laid in floors, over and including 15mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

75mm thick , Plain cement concrete, (Nominal Mix), M-10(1:3:6), Type C-2, (using 40mm graded crushed stone aggregates) as in floors finished rough surface to receive floor finishes, complete all as specified and directed by Engr-in-Charge.

ATUL TRADING CO

RAMAN CONSTRUCTION CO

M/S ASHOK KUMAR PACHIALA