Balance work for Special repairs to sewage line of Arty Bde, Provn of chain link fence from TCP-2 to Shaurya Chowk and Provn of toilet block (bathroom) near Bldg No. T-08 under AGE B/R (M) at Faridkot Mil Stn

Amount

Demolition of brick work or stone boulder masonary, built in cement mortar including all quoins, arches, pillars etc in any position and stacking them and disposing off the unserviceable material and rubbish but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed by Engineer in Charge.

Demolition of cement concrete (unreinforced) as in manhole foundation and bedding of sewer lines etc below ground level and disposal off rubbish to a distance exceeding 1 Km and not exceeding 1.5 Km complete all as specified and directed by Engineer in Charge.

Demolition and breaking up drain pipe (Salt glazed stoneware, AC or Reinforced concrete) 150 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Demolition and breaking up drain pipe (AC or Reinforced concrete) 200 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Demolition and breaking up drain pipe (AC or Reinforced concrete) 300 mm dia set in cement mortar including demolition of haunching concrete complete all as specified & directed by Engineer in Charge.

Excavation in trenches not exc. 1.5 meter wide and not exc. 1.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item

All as per item No 06 here-in-before but exc.1.5 m and not exc. 3 m in depth complete all as specified and directed by Engineer in Charge.

Returning, filling in including spreading leveling watering and well ramming in layers not exc 25cm in soft /loose soil complete all as specified and directed by Engineer in Charge.

Removing excavated material or surplus soil not exc 50 meter and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer in Charge.

M & L for salt glazed stoneware drain pipe 150 mm dia grade 'A' laid in trenches making joints and testing complete all as specified and directed by Engineer in Charge.

S&F Reinforced concrete pipes class NP-2 laid, jointed and tested complete with collar of size 150mm (internal dia) all as specified and directed by Engineer in Charge.

M & L for reinforced concrete pipes class NP-2 laid and jointed complete with collar of size 200mm (internal dia) all as specified and directed by Engineer in Charge.

S&F Reinforced concrete pipes class NP-2 laid, jointed and tested complete with collar of size 300mm (internal dia) complete all as specified and directed by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 40mm graded stone aggregate including packing under haunching against the sides of pipe after laid & tested for 150mm bore of pipes complete all as specified and direced by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 40mm graded stone aggregate including packing under haunching against the sides of pipe after laid & tested for 200mm bore of pipes complete all as specified and direced by Engineer in Charge.

M&L for Concrete bed to drain pipes using PCC 1:3:6 type C-2 using 40mm graded stone aggregate including forming cradles for 300mm dia of pipes complete all as specified and directed by Engineer in Charge.

M&L extra for forming forming fair fineshed drain or channel exceeding 15cm in width or girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed by Engineer in Charge.

M&L for cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling /mass concrete finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

M & L for brick work with fly ash brick, old size, straight or covered or plan exc 6m mean radius built in CM 1:4 complete all as specified and directed by Engineer in Charge.

All as per item No 19 here-in-before but except bricks complete all as specified and directed by Engineer in Charge

M&L PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in benching for manholes, bands, coping, bed plates including slightly rounded or chamfered angles including necessary formwork complete all as specified and directed by Engineer in Charge

M&L rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement including Water proofing compound (for both internal & external finish) complete all as specified and directed by Engineer in Charge. Note : WPC shall be measured and paid separately.

Supply only Liquid water proofing compound complete all as specified and directed by Engineer in Charge.

S & F Factory made SFRC (Steel fiber Reinforcement Concrete ) Manhole cover (without frame) medium duty 900mmx450mm x70mm thickness including 2mm thick flat iron frame all round complete all as specified and directed by Engineer in Charge.

S & F Factory made SFRC (Steel fiber Reinforcement Concrete ) Manhole cover (without frame) medium duty 600mmx600mm x70mm thickness including 2mm thick flat iron frame all round complete all as specified and directed by Engineer in Charge.

De-sludging / cleaning by removing semi solid sludge from the sump well/ septic tank of any capacity of any depth of sewage pump installation/septic tank manually or machanically in foul condition including all necessary T & P required for removal of sludge and solid contents to any place outside defence land at a distance exceeding 1.5Km but not exceeding 5 Km all as specified and directed by Engineer in Charge.

M & L for PCC 1:3:6) type C1 using 20mm graded stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-charge .

S&F Rolled sections as in posts, struts and staples in fencing including cutting top to shape as directed, drilling holes, notching for wire, etc flat iron fillets including all necessary bolting or riveting, welding etc and similar work conforming to Fe-290- W(Gde- E-165) complete all as specified and directed by Engineer-in- charge.

Supply only mild steel galvanized chain link fencing of any size or type complete all as specified and directed by Engineer in Charge. Note: The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly. BOO duly countersigned by GE shall be enclosed with final bill.

Fixing only chain link fencing including line wires(steel wire), any mesh, size and type to any type of standards, rails, straining bolts etc including provision of binding wire compete all as specified and directed by Engineer in Charge. Note : Supply of chain link and line wire shall be measured and paid seperately.

M&L for cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in foundation, filling /mass concrete finished even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for framedwork such as in door or gates of flat, angle, rolled or other section partly ornamental design, grills, guard bars, cooler stand etc with ends of bars shouldered with steel window / ventilator, welding or riveted, or forged into spikes; and similar work conforming to E-165 (Fe-290) complete all as specified and directed by Engineer in Charge.

Supply only mild steel screw bolts machine made with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut shank size 5mm to 10mm dia and n. exc. 5cm long complete all as specified and directed by Engineer in Charge.

Preparing surfaces of new steel and treating ends of posts etc with coal tar black paint area tarred exc. 0.10 sqm but n.exc 0.50 sqm each complete all as specified and directed by Engineer in Charge.

M&L preparation of new steel surfaces of any description, exceeding 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer on steel surface complete all as specified and directed by Engineer-in- charge.

Supply only mild steel in flat, round or square bars, in available length in FE 410-W (Gde E-250) quality -A complete all as specified and directed by Engineer in Charge.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out including cutting of grass roots, bushes if any and filling of lower portion with soil obtained from cutting or dressing complete all as specified and directed by Engineer-in-Charge.

M&L for providing Reinforced cement concrete M-25 (design mix), using 20mm graded stone aggregate as in foundation including rafts, footings, foundations beams; plinth beams, bases for column etc; basement slabls, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for providing Reinforced cement concrete M-25 (design mix), using 20mm graded stone aggregate as in column, pillars, piers, posts and sturtscomplete all as specified and directed by Engineer-in-Charge.

M&L for providing Reinforced cement concrete M-25 (design mix) as in beam and lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc. complete all as specified and directed by Engineer-in-Charge.

M&L for providing Reinforced cement concrete M-25 (design mix) for slab supported on walls, beams, columns,landings,balconies, canopies,deck slabs and in shelves and other similar works complete all as specified and directed and directed by Engineer-in-Charge.

M&L for use and waste of form work 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 for rough finished surfaces of concrete flat complete all as specified and directed by Engineer-in-Charge.

M&L for use and waste of form work to sides of columns, pillars, posts, struts, piers and stanchions,rectangular or square for rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for use and waste of form work to soffits of suspended slabs such as floor or roof slab, landing and similar work not exceeding 200mm thick (Horizontal or slopping) for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M&L for form work to side and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc, also splays between floors and beams,etc for rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

M & L for TMT bars 10mm dia and over cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified & directed by Engineer-in- charge.

M & L mild steel bars 6 to 8 mm dia and over, cut to lenth bent to shape required, including cranking bending spirally for hooping for columns hooking end and binding with and including mild steel wire(annealed) not less than 0.9mm dia or sequring with clips quality confarming to TMT bars complete all as specified and directed by Engineer in Charge.

M & L for brick work with fly ash brick, old size, straight or covered or plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer in Charge.

M&L Rendering 15 mm thick cement plaster in cement mortar 1:6 on fair faces of brick work or concrete surfaces finished fair and even without using extra cement complete including preparation of new surfaces plastered or unplastered and applying two coats of colour wash on wall over one coat of primer complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 5 mm thick cement plaster as on ceiling surfaces in cement mortar 1:3 finished fair and even without using extra cement complete including preparation of new surfaces plastered or unplastered and applying two coats of white wash on ceiling over one coat of primer complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 10 mm thick cement plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces mixed with WPC @ 3% by weight of cement and surface finished fair and even without using extra cement complete including preparation of new surfaces plastered or unplastered and applying two coats of cement base paint over one coat of primer complete all as specified and directed by Engineer-in-Charge. Note : WPC shall be measured & paid for separately.

M&L for washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 furrowing the under with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement Plaster 1:1/2:2 (1 Cement : 1/2 Coarse sand : 2 Stone chipping 10mm nominal size) in panels with grooves all round as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engineer-in-Charge.

M&L for forming grooves of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using removal of wooden battens, nailed to the under layer repair to the edges of panels and finishing the grooves complete all as specified and directed by Engineer-in-Charge.

S&F solid PVC door frame WOOD GRAIN PRINTED of size 50x47mm made out of 5mm plain coloured PVC sheet reinforced with MS square tube in opening as per schedule complete all as specified & directed.

S&F Factory made solid PVC door shutter 30mm thick (style) WOOD GRAIN PRINTED consisting of frame made out of MS tube for top and bottom rail MS frame shall be covered with heat moulded plain / coloured PVC "C"channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the style & rail with suitable PVC sheet beading and jointed together with solvent cement complete all as specified and directed.

Supply only 100 mm long PTMT butt hinges,fixed with steel screws complete all as specified & directed by Engineer-in-charge .

S&F box type mild steel ventilator with glazing bars dovetailed or welded and with one shop coat of zinc chromate primer complete all as specified and directed by Engineer-in-Charge.

S&F aluminium anodized tower bolts 150 mm long fixed to doors with screws complete all as specified and directed by Engineer-in-Charge.

S&F aluminium anodized handles 125 mm long dia cast type fixed to doors with screws complete all as specified and directed by Engineer-in-Charge.

S&F galvanised mild steel wire cloth, 0.45mm nominal dia of wire average width of aperture 1.18mm complete all as specified and directed by Engineer-in-Charge.

S&F 3mm thick frosted sheet glass ordinary quality and glazing with oil putty or with wooden beads(supplied along with shutters) in square n.exc 0.5 sqm in each pane complete all as specified and directed by Engineer in Charge.

M & L for 25mm thick plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in floors for tiles finished fair and even to receive glazed tiles complete all as specified and directed by Engineer-in-Charge.

S & F coloured non skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tiles exceeding 0.06 sqm but n.exc 0.11 sqm, in floors, etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the coloured tile over and including 15mm thick screed in cement mortar (1:6) complete all as specified and directed by Engineer in Charge.

S & F coloured Glazed ceramic tiles in vertical surface 450x 350x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement with pigment to match the colours of tiles over and including15mm thick rendering in cement mortar 1:4 on brick or concrete surface including dismantling terrazzo/glazed tiles as in skirting/dado with cement mortar bedding (but not backing) complete all as specified and directed by Engineer in Charge.

M&L for 75mm dia cast iron floor trap long neck with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

S&F 110 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints fixed to walls/trenches or in floors including distances pieces and stock clamps as in rain water pipes including taking down AC/PVC pipes complete all as specified and directed by Engineer-in- charge.

S&F 75 mm bore PVC (SWR) pipe single socketed in any length with rubber ring joints fixed to walls/trenches or in floors including distances pieces and stock clamps as in rain water pipes including taking down AC/PVC pipes complete all as specified and directed by Engineer-in- charge.

S&F 75 mm bore PVC (SWR) bends/shoe any radius fixed to walls including distances pieces and stock clamps complete all as specified and directed by Engineer-in- charge.

S & F PVC (SWR ) branch piece single (equal or unequal) spigot or socket type 110mm bore, fixed to pipes complete all as specified and directed by Engineer in Charge.

M&L for PVC (SWR) cowls for 75 mm bore of pipe complete all as specified and directed by Engineer in Charge..

M&L PVC (SWR) gully trap 125/110mm ,setting and jointing with solvent cement with outlet pipes and PCC 1:2:4 filling around trap and 25mm thick cover slab (Size as directedby Engr-in-Charge) complete all as specified and directed.

S&F rotational moulded polyethylene water storage tank (cylindrical vertical triple layered with closed top) hoisted and fixed in position of capacity 500 litres white colour including, 20mm bore ball brass valve PTMT, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 0.20 metre long fitted with brass anti-mosquito net coupling at the end of over flow pipe & 15mm bore GI air vent pipe 0.20 metre long fitted with tee at the end of air vent pipe (all GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.

Supply & fix of gun metal globe or gate valve 20mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.

S&F in repair Vitreous china squatting pan Orrisa pattern, size 580x440mm white with integral foot rests including necessary lime concrete and 100mm bore cast iron P or S trap for connecting WC to branch piece with cement joints, fixed in repairs complete all as specified and directed by Engineer-in-Charge.

S&F in repair wash hand basin flat back 550X400mm vitreous chine (white) with cantilever brackets embedded in concrete block including the following and fixed in repairs complete all as specified and directed (a)Brass chromium plated waste coupling 32 mm bore size (b) Waste pipe PVC 32 mm bore (c) Angle iron/cost iron brackets (d) CP Fancy type pillar cock 15mm. (e) PVC connection 15mm, 450 mm long with PTMT nuts & bolts

S&F 15mm dia angle valve fancy type cast copper alloy, chromium plated, concealed type with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.

S&F mild steel tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed concealed in walls and ceiling or laid in floors complete all as specified & directed by Engineer-in-charge.

S&F mild steel tubes of size 20mm bore (medium grade) galvanised with all fittings and fixed concealed in walls and ceiling or laid in floors complete all as specified & directed by Engineer-in-charge.

S&F 15mm bore bib tap cast copper alloy chromium plated with crutch or butterfly handles, screwed down, screwed for iron pipe or for brass ferrule complete all as specified & directed by Engineer-in-charge.

S & F Swivel Shower with Shower Arm 195mm long with bend of 45 degree with flange of PTMT any colour fixing with 15mm pipe (minimum weight 40 gms each) complete all as specified and directed by Engineer in Charge. Make 'Prayag' or equivalent.

S&F Towel rail, 450mm long of PTMT fixed with and including chromium plated brass screws and wooden and plastic cleats ( minimum weight 170gms ) complete all as specified & directed by Engineer-in-Charge.

M & L for cutting into existing manholes for connecting new 150mm internal dia drain pipe, making good pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.

M&L for point wiring complete with 1.5 Sqmm (nominal cross section area) FRLS PVC insulated sheathed multistranded unsheathed copper conductor cable drawn in and including concealed PVC rigid conduit medium grade 20mm dia, pipe hooks, elbows, junction covers and junction boxes including cutting chases in walls for conduits and for sunken pressed steel terminal boxes and making good the disturbed surface with all jointing accessories including provision of pressed steel sunken terminal boxes 60mm deep, suitable length and 1.2mm thick painted with red oxide primer and making good disturbed surfaces of wall in CM 1:3 for mounting switches, sockets, fan regulator, covered with including 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including 1.5 Sqmm PVC insulated solid copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point controlled by one switch, bell push or one fan point controlled by one switch complete all as specified and directed by Engineer-in-Charge.

S&F switch piano flush type single pole one way 5/6 Amps, 230 volts complete all as specified and directed by Engineer-in-Charge.

S&F PVC Lamp holder suitable for and including batten fittings ,LED Lamp 9 watts with bakalite 20mm back plate etc complete all as specified and as directed by Engineer-in-Charge.

S&F Baton integrated LED channel (Integral sleek extruded aluminium LED channel with white acrylic cover ) tube light fitting 1x18 watt LED (4 feet long) wall mounted complete with rod, driver and all other accessories including electric connection connecting with using flexible copper wire twin core 23/0.2mm upto ceiling rose/connector, complete all as specified and directed by Engineer-in-Charge. Make : BCLSB 18 WH of Bajaj / LHEXBPL71N1W018 Havells or equivalent make as specified

S&F in replacement factory made sheet metal enclosure for double door distribution board with epoxy powder coated surface mounted SP & Neutral 4 way, protection class IP-43 suitable for mounting MCB, conforming to IS-8623, BS-5484 with 200 Amps rated copper bus bar stove enameled dust and vermin proof suitable for working on 240 volts AC supply complete all as specified & directed by Engineer-in-Charge

S&F MCB 'C' curve 32 Amp, 240 volts, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA complete all as specified and directed by Engineer-in-Charge.

S&F MCB 'C' curve 06 to 32 Amp, 240 volts, singlepole with over load and short circuit protection and rupturing capacity not less than 10 KA complete all as specified and directed by Engineer-in-Charge.

Supplying laying and fixing in replacement of XLPE insulated stranded and PVC sheathed heavy duty armoured electric cable with standard aluminium conductor 1100 volts grade confirming to IS-1554 cross sectional area 10 Sqmm 2 core including thimbles/lugs complete with and including passing through pipes or laid under floor or through walls etc all as specified and directed. (Note : Excavation, earthwork, Sand Cushioning, Cable covers, Pipe for cable protection to be measured and paid for separately)

S & F exhaust fan 300mm sweep, 900 RPM trans air (4 blade), with louver shutter suitable for operation on 220/230 volts, single phase , AC and complete all as specified & directed by Engr-in-charge

S&F mild steel tubes of size 25mm bore (medium grade) galvanised with all fittings and fixed concealed in walls and ceiling or laid in floors complete all as specified & directed by Engineer-in-charge.

Supply and fixing stop valve cast copper alloy 25 mm dia with crutch or butterfly handle, screwed down high pressure complete all as specified and directed by Engineer in Charge.

Supply and laying burnt bricks sub class 'B' old size for cable protection laid length wise perpendicular to the axis of cable complete all as specified and directed by Engineer in Charge

M & L for sand cushioning with river washed and screened dry fine sand to under ground cable 23cm thick, 15 cm below the cable and 8 cm after laying the cable complete all as specified and directed by Engineer-in-Charge. NOTE;- Thickness after punning shall be considered for payment.

S&F mild steel tubes of size 40mm bore (light grade) galvanised for cable protection fixed to poles/laid under floor/under road crossing etc. complete all as specified & directed by Engineer-in-charge.

M&L for Earthing complete with galvanised steel earth plate electrode 600mm x 600mm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel & wiremesh, PCC chamber in cement concrete (1:2:4) type B1 including 40mm thick pre-cast RCC (1:2:4) type B0 cover and 40x40x6mm angle iron frame on top of pit cover and excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. complete all as specified and directed by Engr-in-charge. Notes :- (i) GI wire upto earth test point/equipment is included in this item. (ii) Outer edge of earth pit chamber shall be 1 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement shall be 1 Kg for each earth pit cover. Note :- A Sum of Rs. 19,020.00 will be deducted on account of credit for dismantling/ demolished/ taking down material. Please refer detail on srl page No. 27 (Schedule of credit) of Tender Documents.

BABA FARID CONSTRUCTION CO