Certain B/R repair and allied works to Electric Supply installation and repair to fencing, drain, path, culvert retaining wall under GE (Utilities) Udhampur.

Amount

Demolition of brick work or stone /boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc, complete all as specified and directed by Engr-in-Charge.

Demolation of cement concrete (unreinforced) in ground floor and in pavings not exceeding 15 cm thickness (below or above ground level) 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.

Brick work with sub class 'B' bricks straight or curved on plan, exceeding 6 m mean radius with old size bricks, built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

All as per item No 04 here-in-before but except bricks, complete all as specified and directed by Engr-in-Charge. Note : Old bricks obtained against demolition shall be used.

Walling of random rubble stone masonry uncoursed with best quality lacally available harder stones such as granite, trap, basalt stone etc, wellbonded bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.

All as per serial item No 6.00 here-in-before but except stones, complete all as specified and directed by Engr-in-Charge. Note : Old stones obtained against demolition shall be used.

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-410 W(Gde-E-50) quality-A, steel work duly painted with one shop coat of zinc chromate primer incl preparation of surfaces complete all as specified and directed by Engr-in-Charge.

Rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to grade Fe.290.Gde-E-165, 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.

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 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.

Except sheet 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.

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

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.

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

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

Taking down and refixing shutters of any description exceeding 1.00 Sqm and not exceeding 2.00 Sqm each in same opening, 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, comercial 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.

Steel window (box type) factory made with sidehung shutter including pintol hinges, steel handles, steel peg stay and all locking arrangement complete with glazing bars dovetailed or welded including one shop coat of red oxide primer complete all as specified and directed by Engr-in-Charge. Note : (i) The window shall be fabricated as per Drg No CEUZ/TD/1269/2008 Sheet 1/3 to 3/3 . (ii) MS fillets, glazing wire gauge shall be measured and paid seprately.

All as per serial item No. 26.00 here-in-before but without glazing bar complete all as specified and directed by Engr-in-Charge. Note :(i) The window shall be fabricated as per Drg No CEUZ/TD/1269/2008 sheet 1/3 to 3/3. (ii) MS fillets, glazing, wire gauge shall be measured and paid seprately.

Mild steel framed work such as grills, gratings with ends of bars shouldered or reveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar works, conforming to Fe-290, Gde E-165, complete all as specified and directed by Engr-in-Charge.

Aluminum handles cast type, anodised, 150 mm size complete all as specified and directed by Engr-in-Charge.

Aluminum anodised barrel tower bolts of extruded section with 150 mm long bolt complete all as specified and directed by Engr-in-Charge.

Mild steel cold rolled butt hinges medium weight 100 mm long (in repair) including fixing and welding to pressed steel/wooden door frame if required complete all as specified and directed by Engr-in-Charge.

100mm long Butt hinges, extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, 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.

200 mm long mild steel (in repair) barrel tower bolts, stove enameled black, with bright bolt 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 (in repair) 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.

Mild steel (in repair ) 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.

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.

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.

Providing cement concrete 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 clothcut 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, 0.36 mm nominal dia (in repair) 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.

Dismantling floor, hearth or wall tiling including CM 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 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.

All as per serial item No. 47.00 here-in-before but on skirting over vertical surfaces & including 10 mm thick cement mortar 1:4 screed, set and jointed with grey cement slurry and pointed in grout of matching shade of tiles complete all as specified and directed by Engr-in-Charge.

100 mm thick cement concrete 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.

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 3.00kg of cement per sq.metre complete all as specified and directed by Engr-in-Charge.

Glossy finished chequered coloured cement concrete tiles 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 per specified and directed by Engr-in-Charge.

Machine pressed precast concrete interlocking pavor block 50% grey and 50% coloured, any shape and size, conforming to IS 15658-2006 of 60mm thicknes, M-35 over and including 75mm thick PCC, type D-2, M-7.5(1:4:8) and 25mm thick sand cushion 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) with and including mixing of water proofing compound complete all as per manufacture's instructions and directed by Engr-in-Charge. Note: (i) WPC shall be measured and paid separately under relevent items).as on walls complete all as sspecified and directed. (ii) 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 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 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/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.

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 two coats of cement base paint on walls after preparation of newly plastered surfaces over a coat of white primer complete all as specified and directed by Engr-in-Charge.

Two coat of cement base paint over a coat of alkali resistant priming paint over old plastered surfaces of wall including preparing surfaces after conplete 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.

Preparation of old plastered/unplastered wall surfaces and applying one coat of oil bound distemper (including wahsing, rubbing down and stopping of distempered and painted surfaces) 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.

Taking up or down steel tubing with connections for cleaning for refixing or removing to storeyard complete of bore 15mm complete all as specified and directed by Engr-in-Charge.

Steel water tubing medium grade galvanised with all fittings including short lengths, fixed to walls, concealed in wall and ceiling or laid in floor complete with all fittings (such as bends, elbows, Tee, short pieces, connectors, back nuts, diminishing pieces, caps and plugs, unions etc.) of nominal bore 15 mm complete all as specified and directed by Engr-in-Charge.

Fixing only Steel water tubing 15mm dia medium grade galvanised with all fitting and fixed complete to wall and ceiling or laid in floors complete all as specified and directed by Engr-in-Charge.

Rotational moulded polyethylene water storage tank (in repair ) 500 Ltrs capacity, ISI marked (cylindrical vertical with closed top), double wall layer construction, hoisted and fixed in position complete all as specified in SSR Part-I, making connections incl 20mm bore ball valve brass with polyethylene float and fly nut and tank nipples incl dismantling existing water tank of any capacity and removing from site complete all as specified and directed by Engr-in-Charge.

Ball valves (in repair) of size 15 mm bore dia high pressure of PTMT (Make-Prayag) with epoxy coated aluminium rod and high density plastic ball (Minimum weight not less than 210 gms) screwed for iron pipe and fixed including necessary fitting as reqd at site complete all as specified and directed by Engr-in-Charge.

Angle valves cast copper (in repair) alloy 15 mm, screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for unions including necessary fitting as required at site complete all as specified and directed by Engr-in-Charge.

15mm dia stop cock (in repair) fancy type chromium plated complete all as specified and direceted by Engr-in-Charge.

Bib tap 15mm bore (in repair) fancy type chromium plated complete all as specified and directed by Engr-in-Charge.

Bib cock 15mm bore fancy type long body chromium plated in repair complete all as specified and directed by Engr-in-Charge.

Preparation of new steel surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome 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 incl all moulding and necessry form work 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.

TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for slabs,beam, 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 slabs,beam 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.

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.

4 mm 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.

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 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 100/150mm dia(in repir) with or without hole complate all specified and directed by Engr-in-Charge.

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

PVC Flex Printed Sign Board made on 4 mm thick aluminum sheet exc 1.0 sqm and n.exc 6.0 sqm ,with printed name of installation ,office and symbol ,logo etc with supported circular GI steel section frame of size 25 mmx25mmx1.29 mm thick along with proper clamping with nut bolts or welding complete all as specified and directed by Engr-in-Charge.

Manufacturing supplying and fixing directional reflective type with vinyl bacground sign boards made out (stainless steel grade 302) S.S square section 40x40x3.0 mm. Frame size 0.90x0.60m and height from ground level 1.5 m and 0.60 m in ground including embeded with pcc 1:2:4 pot hole sixe 0.30x0.30x0.60 m including excavation earth work &removing excavated soil to a distance n exc 50 m and 3 mm thick aluminium sheet ,face to be fully covered with reflctive sheeting confirming to type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination with suitable sized aluminium alloy rivets @20 cm c/c to back support frame of (stainless steel grade 302) s.s square section 40x40x3.0 mm along with anti theft resistant measures complete all as specified and directed by Engr-in-Charge.

Walling of Walling of random rubble, coursed,, 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 serial item No. 86.00 here-in-before but except stone.

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.

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.

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.

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.

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

PCC 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, incl 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.

Cement concrete 1:4:8 type D2 (40mm graded aggregate) 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.

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.

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.

Hand rails, half rounded or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bars, for door,balusters, noising to steps including embedding in concrete and screweing etc wind ties including securing bolts post and struts in fencing drilling holes,notching for wire etc flat iron fillets including necessary drilling, bolting and reveting etc or similar works 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 strnded 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 concetina coil 600mm dia laid over Y shape angle irom complete all as directed by Engr-in-Charge.

Concetina 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.

RAMAN CONSTRUCTION CO

M/S SHREE RAM DUBEY AND SONS