Certain B/R repair and allied works to water supply installations 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.

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.

Demolation of cement concrete (unreinforced) in gorund floor and in pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, (Nominal mix), type B-1, 1:2:4 (using 20mm graded crushed stone aggregates) as in cills, coping, apex stone, bed plates and lintel upto 1.6m clear span etc including weathering slightly rounded or chamfered angles and throating as directed including necessary form work, complete all as specified and directed by Engr-in-Charge.

Reinforced cement concrete, (Nominal mix), type B-1, 1:2:4 (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.

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 06 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 item No 08 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.

Flush pointing to stone rubble masonry,uncourse or brought up to courses built in cm 1:4, complete all as specified and directed by Engr-in-Charge.

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.

Dismantling of framed trusses not exceeding 10.00 mtr span, 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.

Dismantling timber scantlings 40 sqcm and over in section in any position framed or unframed work etc, 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 incl preparation of surfaces all as specified and directed by Engr-in-Charge.

2nd class soft wood (Kail), as in scantling and similar work, clean sawn (framed/unframed) timber fixed in position, complete all as specified and directed by Engr-in-Charge.

2nd class soft wood beads, straight (any size) for glazed or gauzed joinery, renewed, including miters etc.

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 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 all as specified.

Taking down chowkats or frames including shutters (without taking off shutters from the frames) not excedding 1.50 Sqm each, and temoving 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) not excedding 1.50 Sqm but not exceeding 4 Sqm each, and temoving 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.

Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tube for top & bottom rails. M.S. frame shall be covered with heat mouleded plain colour PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail and bottom rail on either side & as gap insert for top rail & bottom rail. Paneling of plain colour PVC sheet to be fitted in the M.S. frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, fixed in the frame at site as per specification clause No.8B.1 to 8B.10 and drawing on page No. 146 of MES SSR-2004 Part-II complete including fixing only iron mongery such as tower bolt,handle,hinges,aldrop bolt etc all as specified

Solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, opening as per specification and drawing shown in SSR Part-II, complete all as specified and directed by Engr-in-Charge.

Aluminum handles cast type, anodised, 150mm size 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 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.

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

Repair MS helical door spring 150mm size incl roller and roller plate fixed to wooden or steel frames incl necessary welding etc 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 .

Repair stainless steel wire cloth, 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.

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.

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 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.

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.

Description all as per item as above here in before but without glazing bar complete all as specified. Note : i) The window shall be fabricated as per Drg No CEUZ/TD/1302/2009 sheet 1/3 to 3/3. ii) MS fillets, glazing, wire gauge shall be measured and paid seprately.

Factory made mild steel ventilators box type with upper top hung shutter and bottom fixed type shutters including pintol hinges and ,steel peg stay and one shop coat of red oxide 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.

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 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.

Galvanised, corrugated mild steel sheeting 0.63mm thickness with two corrugations side lap, fixed with L-type or J-type or cranked hook bolts in lieu of screws and washer in roofs, walls etc. With grade of zinc coating 275 complete all as specified and directed by Engr-in-Charge.

Plain galvanised, mild steel sheeting 0.80mm thickness, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 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 ceramic tiles 7 to 8 mm thick, area of each tiles exc. 0.06 SQM and but n.exc. 0.11 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.complete all as specified and directed by Engr-in-Charge.

Glazed ceramic coloured tiles 300mm x 200mm x 7mm thick as in vertical surfaces such as skirting dado etc set and jointed in neat cement slurry, pointed 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.

M&L for 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.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), Type C-2, 1:3:6 (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.

Plain cement concrete, (Nominal Mix), type C-2, 1:3:6 (using 40 mm graded crushed stone aggregates) as in surface channel and drain, complete all as specified and directed by Engr-in-Charge.

Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water complete all as specified.

15 mm thick rendering on fair faces of brick or stone/concrete surfaces in cement mortar 1:4 and finished surface even and smooth without using extra cement complete with water proofing compound all as specified and directed by Engr-in-Charge. (WPC shall be measured separtely)

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.

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.

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.

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.

Machine pressed precast cement concrete interlocking paver block 50% grey and 50% coloured any shape and size conforming to IS 15658-2006 of 60mm thick, M-35 over and incl 75mm thick PCC type D2 (1:4:8) and 25mm thick sand cushioning, 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.

Uprooting of plants (girth n.exc 15 cm of trunk to any type of plants 100 ml grown along the pipes or walls chajjas, parapets and roof of building ( incl multistoried) and making good the surfece as per existing surface and pouring acid not less than 100 ml for each plant in the roof to avoid further growth complete all as specified and directed by Engr-in-Charge.

ATUL TRADING CO

SODHI TRADING CORPORATION

SINGH CONST CO