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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC | L1 | Accepted-AOC Quoted lowest rate | |
| 2 | L2₹27.9 L+₹2.4 L (9.55%)Rejected-Finance H NO 18 SHEET NO 5 A KATIA COLONY NAMDEV MARG BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L2 | Rejected-Finance Quoted other than lowest rate | |
| 3 | L3₹28.5 L+₹3.1 L (12.0%)Rejected-Finance | L3 | Rejected-Finance Quoted other than lowest rate | |
| 4 | L4₹29.7 L+₹4.2 L (16.5%)Rejected-Finance | L4 | Rejected-Finance Quoted other than lowest rate | |
| 5 | L5₹30.0 L+₹4.5 L (17.8%)Rejected-Finance | L5 | Rejected-Finance Quoted other than lowest rate |
Tender Value
Refer Docs
EMD Value
₹76,000
Closing Date
18 Nov 2020, 6:00 pmClosed
Shri Sachin H Chavan IDSE
GE North Bathinda Mil Stn
PRON OF CERTAIN REVENUE AND MINOR WORKS IN AREA UNDER AGE BR-V AND AGE EM-V OFFICE OF GE NORTH BATHINDA AT BATHINDA MIL STN
2020_MES_389777_1
8935/NIT-33/20-21
Open Tender
Coal Works
Item Rate
184 days
GE North Bathinda Mil Stn
Class D
9 documents required · 9 mandatory
₹500
GE (North) Bathinda
₹76,000
Yes
28 Nov 2020
26 Oct 2020
20 Nov 2020
26 Oct 2020
18 Nov 2020
12 Nov 2020
26 Oct 2020 - 2 Nov 2020
Amount
Surface dressing not exceeding 15cm deep in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and excavation after sepration of grass, roots, bushes etc and dressing and removing from site all grass, roots and extra soil if any complete all as specified and as directed by Engineer-in-Charge.
Excavation in post holes in soft/loose soil n. exc 0.50 cum each, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm including removing of surplus spoil to a distance n exc 50 mtr and making good the disturbed surfaces all as specified and directed by Engineer-in-Charge.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil including cutting of grass, roots, bushes if any and filling of lower portion with soil obtained from cutting and dressing complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge.
Excavation over areas, not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Excavation over areas, exceeding 1.5mtr and not exceeding 3mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Excavation over areas, exceeding 3mtr and not exceeding 4.5mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Excavation over areas, exceeding 4.5mtr and not exceeding 6mtr deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Labour for earth removing and filling under floor/plinth, spreading, levelling in layers n exc. 25 cm thick (each layer) consolidating the surface with Durmat/hand roller, rolling to required gradient and camber and upto entire satisfaction of Engineer-in-charge including levelling, well ramming including watering as required and consolidation complete all as specified and directed by Engineer-in-Charge. Note :- Extra Earth obtain from excavation (same site) shall be re-used.
Returning and filling including spreading, leveling watering and well ramming in layers not exceeding 25cm thick in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
Removing excavated material (surplus soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.
Material and labour for hard core of broken bricks of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.
Material and labour for hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge.
Material and labour for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 50 mm thick PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in flooring, hard standing, plinth protection/path etc. finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for PCC (1:3:6), type C-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded fencing posts & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in foundation filling, bed block, for embedded fencing posts, hold fast blocks & similar work etc including form work complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and as directed by Engineer-in-charge.
Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
Material and labour for PCC (1:2:4), type B-1 using 20 mm graded stone aggregate as in foundation filling and mass concrete, bed block, for embedded posts & similar work etc complete all as specified and as directed by Engineer-in-charge.
Material and labour for 40mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring, hard standing etc, in panels size as directed with provision of dividing strips and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Dividing strips shall be measured and paid separately under appropriate item of BOQ.
Material and labour for 40mm thick cement concrete (1:2:4), type B-1 using 20 mm graded stone aggregate as in flooring, hard standing etc, and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100mm thick cement concrete ( 1:2:4), type B-1 using 20 mm graded stone aggregate as in floor, hardstanding/paving/path etc, and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100mm thick cement concrete (1:2:4), type B-2 using 40 mm graded stone aggregate as in floor, ramp, hard standing, paving/path etc, in panels size as directed with provision of expansion joints and surface finished even & smooth without using extra cement including necessary form work complete all as specified and as directed by Engineer-in-charge. NOTE : Filling of expansion joints shall be measured and paid separately under appropriate item of BOQ.
Material and labour for forming 12mm thick expansion joints (thickness of concrete slab 100mm) filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A' including cutting extra concrete as required complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing 1.5mm thick, 38mm wide PVC dividing strips inserted in position to the required design/ pattern all as specified & directed by Engineer-in- charge
Material and labour for 40 mm thick damp proof course in cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) to horizontal or vertical surfaces including necessary form work and including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg, complete all as specified and as directed by Engineer-in- charge. (Note :- WPC shall be measured & paid separately as Supply only)
Material and labour for cleaning the concrete surface (DPC) by wire brushing, removing all dust and applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 Kg per Sqm complete all as specified and as directed by Engineer-in-Charge.
Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
Material and labour for brick work with sub class ‘B’ old size burnt clay bricks, straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge.
Material and labour for brick work in half brick thick wall using burnt clay bricks (sub class 'B' old size burnt clay bricks) straight or curved on plan to any radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in- charge.
Material and labour for brick work using sub class 'B' old size bricks in one brick thick honey combing wall built in cement mortar (1:4) complete all as specified & directed by Engineer-in- charge.
Material and labour for brick work using sub class 'B' old size bricks in brick-on-edge walls (less than ½ brick thick), built in cement mortar (1:4) complete all as specified & directed by Engineer-in- charge.
Material and labour for Loose filling with broken bricks aggregates of gauge 40 to 80 mm in soakage pits, soakage wells complete all as specified & directed by Engineer-in- charge.
Material & labour for continuous brick edging (sub class ‘B’) with width equal to the width of brick laid dry on end vertically including necessary earth work, embedding bricks at depth as directed and removal of surplus soil complete all as specified. Note : Each row shall be measured and paid separately.
Form work to flat sides and soffits of floor or roof beams, beam haunchings , lintels, cantilevers, shelves including supports, overhangs, sides of chajjas etc and similar works rough finished flat surfaces complete all as specified & directed by Engineer-in- charge.
Form work to flat sides and soffits of floor or roof beams, beam haunchings , lintels, cantilevers, shelves including supports, overhangs, sides of chajjas etc and similar works fair finished flat surfaces complete all as specified & directed by Engineer-in- charge.
Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) rough finished complete all as specified and as directed by Engineer-in- charge.
Form work to soffits of suspended slabs such as flat roof slabs, floor slabs, shelf slab, landings and similar work not exceeding 200mm thick (horizontal or sloping) fair finished complete all as specified and as directed by Engineer-in- charge.
Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 05cm but not exceeding 10cm wide, rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.
Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide, rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.
Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in beams, cantilevers, bressummers., lintels, cills, steps; seismic and other similar bands complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
Material and labour for reinforced cement concrete (1:2:4) (nominal mix) type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge. (NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.
Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Material and labour for mild steel TMT bars 6 mm to 8mm dia cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)
Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders 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. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)
Material and labour for mild steel work as in bands, rings, steps in manhole/soakage well, hooks handles manhole covers, hold fast and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in- charge.
Material and labour for plastering 15mm thick in cement mortar (1:6) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for plastering 10mm thick in cement mortar (1:6) on any fare face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces including mixing of liquid WPC in mortar @ 200ml per bag of cement of 50kg, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. (Note :- Water proofing compound shall be measured & paid separately as Supply only)
Material and labour for rendering/plastering 15mm thick in cement mortar (1:4) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for rendering/plastering 15mm thick in cement mortar (1:3) on any face of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for plastering 5mm thick in cement mortar (1:3) on any face of ceiling, finished fair and even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for Keyed pointing in cement mortar (1:3) to brick walls surfaces, complete all as specified and as directed by the Engineer-in-Charge.
Supply only liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge. Make : Dr Fixit/Fosroc/BASF/STP
Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and no pigment, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)
Supply and fixing 60 mm thick (M35 grade) precast interlocking tile/paving block factory casted (made by using PVC paver mould / Rubber paver moulds on Vibrating Table Machine) using grey cement and pigment, prepolished & preglazed, shape haxagon / trigular / zigzag / I-shaped etc, as directed, prepolished & preglazed, specification as per relevant IS, having compressive strength not less than 350 Kg/ Sqcm, laid over sand upto required thick layer and filling the interstices etc complete all as specified and as directed by the Engineer-in-Charge. Note : - (i) Sand for filling shall be measured & paid separately as Supply only but labour for spreding leveling shall be included in the unit rate of this item)
Supply only fine sand without silt (Fazilka/Zera or any other approved sources) for filling under interlocking tiles and the interstices etc complete all as specified and as directed by the Engineer-in-Charge.
Supply & fixing 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles as in floor/path, set, jointed and pointed in neat cement slurry with grey cement and no pigment, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing 20 cm x 20 cm x 25 mm thick chequered cement concrete coloured tiles as in floor/path, set, jointed and pointed in neat cement slurry with grey cement and pigment to match the colour of tile, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge.
Material and labour for PCC (1:3:6), type C-1 using 20 mm graded stone aggregate as in coping/packing around chequered tiles/interlocking tiles/PCC jalli, surface chanel & similar work etc complete all as specified and as directed by Engineer-in-charge.
Material and labour 18-20mm thick machine cut, granite duly factory grinding and polished (table rubbed and polished) of approved colour for counter sunk wash basin, plateform/cooking plateform or as directed, including screed bed 15mm thick in cement mortar (1:4) (grey cement slurry) including pointing in white cement (1:2) using marble dust with admiture of pigment to match with shade of granite stone slab including cutting as required including cleaning and extra polishing if required and including moulding the edges half round on exposed side (Rounding to edges of stone slabs one edge) complete all as specified and as directed by Engineer-in-Charge.
Roughening surfaces of old concrete floor by picking and prepare the surface to receive the screed for tiling/kota stone, sweeping cleaning and washing down with water to remove dust etc. complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Glazed ceramic coloured tiles of size 350mmx 250mm / 450mmX 350mm, 7mm thick, as in vertical surface set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 10 mm thick (Av thickness) bedding layer (rendering) in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Non Skid ceramic coloured tiles 7 to 8 mm thick square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
Material and labour for Non Skid ceramic coloured tiles 7 to 8mm thick square or rectangular area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, as in floor set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile including necessary cutting as per site requirement, tiles laid over and including 15 mm thick bedding layer (screed) in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
Taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs etc all as specified and as directed by Engineer-in- charge.
Material and labour for machine cut 18 to 22 mm thick, Kota stone slab (size of slab not less than 550x550mm) as in flooring, laid over and including 15 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) and polishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by Engineer-in-Charge.
Material and labour for machine cut 18 to 22mm thick, Kota stone slab as in riser of steps, skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangular complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Expanded metal weight not exceeding 4kg per square meter, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or fixed to steel members/steel angle frame with welding including material complete all as specified and as directed by Engineer-in-charge.
Supply and fixing factory made 125 x 60mm pressed steel frames, thickness of sheet 1.25mm for doors with one or more rebates including supply and fixing necessary lugs and lock strike plate, etc. , including fixing butt hinges suitable Nos as directed for each leaf, complete all as specified and as directed by Engineer-in- charge. Note : - (i) Butt hinges shall be measured and paid separately under appropriate item of BOQ as supply only.
Supply & fixing factory made plain framed panelled shutters (two panels as approved), 35mm thick of 2nd class hard wood with lock rail and panel inserts of 12mm veneered particle board with commercial veneering on both faces. The size of rails and styles as per IS-1003 (Part-I), kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401, including 2nd class soft wood kail beading 20mm wide tapering from 10mm to 5mm on one side and also fitted to chowkhat complete all as specified and as directed by Engineer-in- charge. Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item (painting) of BOQ.
Supply & fixing factory made glazed and skeleton shutter, 35mm thick of 2nd class hard wood open rebated (two panels as approved) and prepared to receive glass, gauge etc, without sash bars, edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass, etc. Sizes of members as specified in SSR Part-I, Section 8 and fitted to chowkhats, menbers shall be kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 complete all as specified and as directed by Engineer-in- charge. Note : - (i) The sutters shall be brought at site without primer and same shall be applying at site as per direction of Engineer-in-charge. Primer shall be measured paid separately under appropriate item of BOQ.
Supply and fixing solid PVC door frame of size 50mm x 47mm made out 5mm thick plain clour PVC sheet reinforced with MS square tube including painting of edges to match with sheet, all as specified & shown in relevant drawing of item No. 8095 in MES Schedule SSR-2010 (Part-II), fixed in opening complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing factory made solid core PVC door shutter 30mm thick (stiles) consisting of frame made out of MS tubes of 19mm gauge thickness and size of 19mmx19mm for stiles and for top and bottom rails 15mmx15mm. MS frame shall have a coat of red oxide primer of approved make and shall be covered with heat moulded plain colour PVC sheet, 'C' channel of size 30x50mm forming stiles and 5mm thick wide PVC sheet strip of 20mm width stuck inside with solvent cement for stiles, and plain colour PVC sheets for top rail, lock rail & bottom rail on either side and 10mm (5x2mm) thick, 20mm thick PVC sheet to be fitted in MS frame welded/ sealed to the stiles and rails with 30mm wide x 5mm thick PVC sheet beading on either side and joined together with solvent cement adhesive and an additional 5mm thick PVC strips of 20mm width is to be stuck on interior side of C channel using PVC solvent adhesive as per manufacturer's instructions, door to be fixed to frame with and including 3 Nos MS powder coated butt hinges of size 100mm long x 25mm wide and 2mm thick and fixing with 32mm long steel screws drilled suitable to pass through both the walls of the MS tube complete all as specified in SSR-2009 (Part-I, specifications) & shown in relevant drawing of item No. 8080 in SSR-2010 (Part-II, rates). The width of stiles & rails will be in proportion to the width of the door shutter as specified in SSR-2010 (Part-II). complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing, factory made steel window confirming to IS 1038 with side hung shutters including projecting type hinges, with steel handle, steel peg stay, complete, dovetailed welded, with glazing bars including fixing of lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.
Supply & fixing, factory made steel window confirming to IS 1038 with side hung shutters including projecting type hinges, with steel handle, steel peg stay, complete, dovetailed welded, without glazing bars (mosquito proof shutter) including fixing of lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.
Supply & fixing, factory made steel ventilators all as per IS 1038/83, with top hung shutters including hinges, suitable steel handle, steel peg stay, fixing lugs in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) complete all as specified & as directed by Engineer-in- charge.
Supply only 100mm long stainless steel butt hinges heavy duty complete all as specified & directed by Engineer-in-charge.
Supply & fixing 150mm long Floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and directed by Engineer-in-Charge.
Supply and fixing anodised aluminium handle cast type 150mm long complete all as specified & directed by Engineer-in-charge.
Supply and fixing aluminium anodised barrel tower bolt of extruded section, 150mm long complete all as specified & directed by Engineer-in-charge.
Supply and fixing aluminium anodised barrel tower bolt of extruded section, 200mm long complete all as specified & directed by Engineer-in-charge.
Supply & fixing aluminium anodised sliding door bolts 250mm long, with hasp and staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified & directed by Engineer-in- charge.
Supply & fixing galvanized mild steel wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tack or galvanised wire staples complete all as specified & directed by Engineer-in- charge.
Supply & fixing 3mm thick sheet glass ordinary quality in squares not exceeding 0.5sqm in each pane (for new door/window) and fixed in any type of doors/windows/ventilators with wooden bead/pin tacked/with oil putty etc. as required or as directed including cutting of glass as per site requirement complete all as specified & directed by Engineer-in- charge.
Supply & fixing, 3mm thick figured glass pin head type in squares not exceeding 0.5sqm in each pane for steel or wooden doors/wondows including fixing material complete all as specified and as directed by Engineer-in- charge.
Supply and fixing galvanized steel tubing (GI pipe) medium grade 15mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling and laid in floor or concealed in walls including cutting chases in wall (as directed ) and making good disturbed surfaces of walls including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge.
Supply and fixing galvanized steel tubing (GI pipe) medium grade 20mm bore ISI marked with all new fittings like elbow, tee, union, socket, reducer etc. and fixed complete to walls, ceiling and laid in floor or concealed in walls including cutting chases in wall (as directed) and making good disturbed surfaces of walls including cutting and threading of pipe complete all as specified and as directed by Engineer-in- charge.
Material & Labour for 100 mm bore cast iron soil waste and vent pipe (sand cast pipe ) in any length with or without ears, fixed to wall with stack clamps (interval of 1m) made out of FI 50x5mm and 16mm dia round iron stay including nut bolt and jointing with cement mortar complete all as specified and as directed by Engineer-in- charge.
Material & Labour for 100 mm bore cast iron soil waste and vent pipe (sand cast pipe ) in any length with or without ears, laid in trenches or in floor jointing with cement mortar complete all as specified and as directed by Engineer-in- charge.
Material & Labour for 75 mm bore cast iron soil waste and vent pipe (sand cast pipe ) in any length with or without ears, laid in trenches or in floor jointing with cement mortar complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 100mm bore cast iron bends (any radius)/elbo, diminishing pieces or tapers (larger bore measured) without oval access door fixed with cement joints complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 100mm bore cast iron Bends (any radius) with duck's foot or heel rest with oval access door fixed with cement joints complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 75mm bore cast iron bends (any radius)/elbo, diminishing pieces or tapers (larger bore measured) without oval access door fixed with cement joints complete all as specified and as directed by Engineer-in- charge.
Supply and fixing Cast iron floor trap 100mm bore, with CP grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate complete all as specified and as directed by Engineer-in- charge.
Supply and fixing Cast iron floor trap 75mm bore, with CP grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) using 20mm graded stone aggregate complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 100mm bore CI branch pieces single (equal or unequal), ordinary or inverted (Spigot or socket type) or with parallel branch fitted with oval access door as specified & directed by Engineer-in- charge.
Supply & fixing 75mm bore CI branch pieces single (equal or unequal), ordinary or inverted (Spigot or socket type) or with parallel branch fitted with oval access door as specified & directed by Engineer-in- charge.
Supply & fixing 100mm bore cast iron cowl complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints for drain or rain water fixed along walls with stack clamps made out of FI 50x5mm and 16mm dia round iron stay (interval of 1m) including PCC work, complete all as specified and as directed by Engineer-in- charge.
Supply & fixing PVC (SWR) bends (any radius) suitable for 110mm bore pipe fixed to walls or laid in floor complete all as specified and as directed by Engineer-in- charge.
Supply & fixing 110mm bore PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and as directed by Engineer-in- charge.
Supply & fixing PVC (SWR) vent cowl suitable for 110mm bore PVC pipe complete all as specified and as directed by Engineer-in- charge.
Supply and fixing 150mm x 150mm size salt glazed stone ware gully traps, square or round mouthed, type 'P' complete all as specified and as directed by Engineer-in- charge.
Supply & fixing PTMT grating round 125mm dia with or without waste hole complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight 50gm
Material and labour cutting into existing manholes/septic tank for connecting new drain upto 150mm internal dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round to 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished, and reforming benching as required complete all as specified & directed by Engineer-in-charge.
Material and labour for cement concrete (1:4:8), type D2 using 40mm graded stone aggregate as in bed of drain pipe of size 110mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.
Material and labour for cement concrete (1:3:6), type C2 using 40mm graded stone aggregate as in bed of drain pipe of size 150mm bore (internal) including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed by Engineer-in- charge.
Material and labour for 150mm bore (internal dia) salt glazed stone ware (SGSW) drain pipe, grade ‘A’, laid on concrete bed to required slope in trenches, jointing with packed spun yarn and in cement and sand mortar (1:1) and tested complete all as specified and directed by Engineer-in-Charge. (Note : Excavation, earrh work and concrete bed shall be measured and paid separately under appropriate item of BOQ.)
Supply & fixing vitreous China squatting pan 'Orissa' pattern white of size 580mmx440mm white with integral foot rests, excluding flushing cistern, flush pipe above floor but including cast iron 'P' or 'S' trap set 100mm bore and including setting the trap and pan in lime concrete (1 lime, 2 sand or surkhi and 5 aggretate), min. 150mm thick all round and finished just below level of rim of pan to receive the floor finishing, including PVC flush pipe upto finished floor level, joints of flush pipe and trap make leakproof and testing upto entire satisfaction of Engineer-in-charge before filling concrete complete all as specified and as directed by Engineer-in- charge.
Supply and fixing 10 litres capacity PVC valveless syphonic action type low level flushing cistern white with inlet, ball valve, float, handle including brackets and 32mm dia PVC bend long type ( flush pipe) complete all as specified and directed by Engineer-in-Charge.
Supply & fixing vitreous china wash hand basin white colour, flat back of size 550mm x 400mm excluding taps, but including 32mm waste coupling and PVC flexible waste pipe, including new bracket and cutting for and pinning in end of bracket or erecting, complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing vitreous china wash hand basin oval type under counter, white colour, of size 595mm x 420mm x 200mm excluding taps, but including fancy type 32mm waste coupling and waste pipe, fixing/counter sunked in granite slab, complete all as specified and as directed by Engineer-in-Charge. Note :- Granite slab shall be measured and paid separately under appropriate item of BOQ. Make :- Cat Part CNS-WHT-705 of Jaquar or equivalent (Equivalency approved by GE) in make mentioned in Appx A to PSS-II
Supply & fixing vitreous china urinal, half stall type, white, including providing and fixing plugs, bedding urinal against wall in cement mortar (1:2), securing urinal to plugs with and including 60mm long brass screws, 32 mm dia full threaded PTMT waste coupling and 32mm dia waste pipe and pointing around urinal back in cement mortar complete all as specified & directed by Engineer-in-charge.
Supply and fixing SS chromium plated decorative type, soap tray approximate size 160mmx160mm, including fixing to wall with CP screws and PVC plug complete all as specified and directed by Engineer-in-Charge.
Supply & fixing brass chromium plated tubular towel rail 20mm dia 'D' type, 600mm long between flanges fixed to plug, bracket with chromium plated brass screws complete all as specified and directed by Engineer-in-Charge.
Supply and fixing bib tap cast copper alloy, chromium plated, with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.
Supply and fixing bib tap cast copper alloy, chromium plated, fancy type with crutch or butterfly handle with capstan head, screwed down, screwed for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.
Supply and fixing stop valve/angle valve cast copper alloy, chromium plated with crutch or butterfly handle, screwed down, screwed both end for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.
Supply and fixing stop valve/angle valve cast copper alloy, with crutch or butterfly handle, screwed down, screwed both end for iron pipe or for brass ferrule 15mm bore complete all as specified & directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS.
Supply and fixing concealed stop cock cast copper alloy, chromium plated, fancy type, long shank and cup, screwed both ends suitable for 15mm bore iron pipe complete, all as specified & directed by Engineer-in-charge. Note :- The minimum weight of stop valve/stop cock shall be as given in SSR or in relevant IS.
Supply & fixing Pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts screwed for iron pipe or for brass ferrule 15mm bore complete, all as specified & directed by Engineer-in-charge. Note :- The minimum weight of tap shall be as given in SSR or in relevant IS
Supply & fixing Pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts screwed for iron pipe or for brass ferrule 15mm bore complete, all as specified & directed by Engineer-in-charge. Note :- The minimum weight of tap shall be as given in SSR or in relevant IS
Supply & fixing 15mm bore Push tap any colour high pressure of PTMT screwed for iron pipe suitable for urinals, (Minimum weight 15mm-50gms) complete, all as specified & directed by Engineer-in-charge.
Supply & fixing Urinal spreader of PTMT any colour for fixing with 15 mm dia pipe. (Minimum weight 60gms) complete, all as specified & directed by Engineer-in-charge.
Supply & fixing 450 mm long PVC connection 15mm size with PTMT nuts complete all as specified & directed by Engineer-in-charge.
Supply & fixing rotational moulded polyethylene water storage tank white colour of capacity 500 litres (cylindrical vertical, triple layered with closed top), hoisted and fixed in position including inlet and out let connection and fixing ball valve and gate valve complete all as specified and as directed by Engineer-in-charge. (Note :- Float valve and gate valve shall be measured & paid separately as Supply only under appropriate item of BOQ.)
Supply only ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball (polythene float) complete, screwed suitable for 20mm bore iron pipe complete all specified and as directed by Engineer-in-charge. Note :- The minimum weight of ball valve shall be as given in SSR or in relevant IS.
Supply only gun metal, globe or gate valve (ISI marked), brass cast copper alloy, with iron wheel head, screwed both ends suitable for 20mm bore iron pipes complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.
Supply only gun metal, globe or gate valve (ISI marked), brass cast copper alloy, with iron wheel head, screwed both ends suitable for 15mm bore iron pipes complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight of gate valve shall be as given in SSR or in relevant IS.
Supply and fixing anodised aluminium snap grid frame work of size of grid 605 x605mm for false ceiling including necessary notching and prepared holes, the snap grid shall consist of anodised aluminium main tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM, cross and Intermediate tee of size 23.5mm x 26.4mm x 1.4mm weighing 0.191 Kg/RM. The main and cross tee shall be jointed at junction with steel screws or MS bolts, nuts and washers, the snap grid (main / cross tee sections) shall be supported at ends all along the wall with anodised aluminium angle of size 35mm x25mmx 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement and duly suspended with 4mm GI wire hangers (upto 1200 mm length) adjusting level fixed to roof slab by means of ceiling cleats made of GI flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long including providing 12mm thick gypsum board in grid fixed in false ceiling grid made of aluminium as per above specifications complete all as specified and as directed by Engineer-in-charge.
Supply and fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.
Supply and fixing Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick, any colour having tensile strength of 550 Mpa as in ridge (including cutting and bent to shape), roof covering, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.
Supply and fixing 2mm thick fibre glass reinforce transulcent corrugated sheeting with two corrugation on side lap fixed with coach screw and wahser in roof, wall etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for mild steel framed work, framed/truss work for fixing GI sheets (design for framing as directed by Engineer-in-charge) and using hollow square/rectangular pipe, or other section like angle, tee, plate, distance pieces, cleats etc. and cut to shape, drilled and counter sunk for screw, as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and fixed with angle cleats or other connecting plates, gusset plates, brackets, bending and welding, riveting etc, conforming to Gde Fe-410-W (Gde E-250 quality A) complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for mild steel work tubular poles/post including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to latest relevant IS grade St-240 complete all as specified & directed by Engineer-in- charge.
Material and labour for PCC (1:2:4) Type B0 using 12.5mm graded stone aggregate as in roof kerb (golla) or mud stops, side of roof sheet & similar work etc rounded or chamfered on edges including necessary form work etc complete all as specified and directed by Engineer-in-Charge.
Supply and fixing mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling for bolting or rivetting and welding etc. and similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge. Note:- (i) Flat iron for securing wire mesh is to be measured in this item.
Supply only galvanised mild steel chain link fencing, 4mm dia galvanised mild steel wire and mesh size 100mm x 100mm (spacing), complete all as specified and as directed by Engineer-in-Charge. Note:- The weight of chain link fencing shall be measured as per findings of BOO to be ordered and concured by Accepting Officer.
Fixing only chain link fencing including line wires/bars, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed by Engineer-in-Charge. Note:- (i) Supply only chain link fencing and line wire/round bars shall be measured and paid separately under appropriate item of this schedule (ii) Labour for cut to length, bent to shape as required including bending, cranking etc of round bars shall be included in the unit rate of this item. (iii) Machine made screw nut bolt shall be measured and paid seperately under appropriate item of this Schedule as supply only but labour for fixing shall be included in this item.
Supply only mild steel screw bolts (machine made) 11mm to 15mm dia neck, length of bolt exceeding 5cm but not exxceeding 10cm, with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with 3mm thick washers and one hexagonal or square nut, complete all as specified & directed by Engineer-in- charge.
Supply and fixing mild steel screw bolts (machine made) 16mm to 20mm dia neck, length of bolt not exceeding 5cm, with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with 3mm thick washers and one hexagonal or square nut, complete all as specified & directed by Engineer-in- charge.
Supply only 10mm dia round bar as in line wire for fixing chain link fencing confirming to IS-410-0 or 310-0 complete all as specified and directed by Engineer-in-Charge.
Material and labour for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete including fabrication as directed, including hold fast, locking arrangement, sliding door bolt, stopper etc conforming to Fe-410-W (Gde E-250) quality A complete all as specified and as directed by Engineer-in- charge
Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other mean, washing down with water and applying two coats of cement base paint as per approved tint/colour by using paint brush complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down with using broom/sand papering or by any other means, and preparing the surfaces smooth by applying white cement based putty to make the surface even and smooth by using sander machine (with provision of dust sucking) upto entire satisfaction of Engineer-in-charge, and after preparing the surfaces applying two coats of oil emulsion distemper (washable), as approved tint/colour by using paint roller brush complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new plastered surfaces of walls/pillars /cornices by brooming down or by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparing newly plastered or concrete surface of ceiling by sand papering or by any other mean and after preparing the surfaces applying three coats of white wash complete all as specified & directed by Engineer-in- charge
Material and labour for Preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified & directed by Engineer-in- charge.
Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.
Material and labour for preparation of new steel and iron surfaces of any description, not exceeding 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge.
Material and labour for concealed Point wiring complete with 1.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, suitable length and made out of 1.6mm thick sheet) concealed in wall, 3mm thick bakelite plastic laminated hylem sheet for mounting of switches/socket/regulator with brass screws & cup washers and covering with and including frame, wiring for light /fan/ bell point controlled by one switch (on indipendent board), including provn of 1.5 Sqmm FRLSH PVC insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
All as per above Srl item No. 157 but for one socket out let 5/6 Amps point controlled by one switch (on same board) complete all as specified and as directed by Engineer-in-charge. (switches, sockets etc. shall be measured and paid separately under appropriate item of BOQ).
All as per above Srl item No. 157 but for one socket out let 5/6 Amps point controlled by one switch (on indipendent board and not below the any other switch board) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
Material and labour for concealed Point wiring complete with 2.5 Sqmm (nominal cross section area) FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) drawn through and including PVC rigid conduit 20mm dia (heavy duty) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction box, Pressed steel powder coated sunken box of suitable size (Min 60mm deep, suitable length and made out of 1.6mm thick sheet), 3mm thick bakelite plastic laminated hylem sheet for mounting of switches/socket with brass screws & cup washers and covering with and including frame, wiring for one socket out let 15/16 Amps point controlled by one switch (on indipendent board), including provn of 2.5 Sqmm FRLSH PVC insulated unsheathed and multi strand copper conductor cable 1100 volt (ISI marked) continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using CM (1:3) complete all as specified and as directed by Engineer-in-charge. (switches , sockets etc. shall be measured and paid separately under appropriate item of BOQ).
Supply and fixing switch piano flush type (ISI marked) semi modular, 5/6Amps, single pole, one way fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).
Supply and fixing Socket outlet multipurpose type (ISI marked) semi modular, 2 in 1, 3/5 pin 5/6 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).
Supply and fixing switch piano flush type (ISI marked) semi modular, 15/16Amps, single pole, one way complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).
Supply and fixing Socket outlet multipurpose type (ISI marked) semi modular, 2 in 1, 3/5 pin 15/16 Amp, flush type fixed on laminated sheet complete all as specified and as directed by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).
Supply and fixing ceiling rose (ISI marked) surface type polycarbonate isolated body two to three terminal, topline series 20x50mm, 6 Amp, 250 volts, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing batten holder (ISI marked) polycarbonate cased body (B22 base), top line series, with back plate, 5/6Amps, 250 volts complete all as specified and directed by Engineer-in-Charge.
Supply and fixing stepped type (1-4), electronic Fan regulator (two module), 100 watt, 250 volts, fixed on laminated sheet suitable for ceiling fan complete all as specified by Engineer-in-charge. (laminated sheet and covering frame shall be measured and paid in point wiring item of BOQ).
Supply and fixing (concealed in wall or as directed) factory made DB (made out of CRCA sheet) SPN, 04 Way (04 modules) 230/240V, double door, earth bar, copper bus bar and neutral link, protection class IP-43 suitable for mounting MCB/Isolator, conforming to IS-8623, BS-5484 dust and vermin proof and including making good disturbed surfaces of walls as necessaty complete all as specified and directed by Engineer-in-charge. Note :- MCB’s shall be measured and paid separately under appropriate item of BOQ.
Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 06 to 32 Amps, SP with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing MCB ‘C’ curve suitable for 240 volts AC supply, 40 Amps, SPN with over load and short circuit protection and rupturing capacity not less than 10 KA, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing wall mounted LED Batten T-8 Retro LED 18/20 watt (100 lumens per watt), appx 4 feet long, pre wired including LED tube light with in built driver, not less than 6000K, complete fitting and all other accessories fitting arrangements including electric connection complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No BLRB 18W CWc and BLRB-DB 118 of Bajaj / LT8-20-865-2 and DMLN1LT8-16 of Crompton / PHOTONULTRA 1213T8SSTL18WLED865SPC and REGALBATTENT 8UPTO1X22WSSBSWH of Havells
Supply and fixing LED light fiting 9/10 watt (100 lumens per watt), appx 2 feet long with in built driver, complete fitting ready to use in all respect with tube rod and all other accessories fitting arrangements including electric connection complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No BCLSB 10WH of Bajaj / LCTL-9-CDL of Crompton / LUMILINEBS9 WLED 865 SPCWH of Havells
Supply and fixing LED mirror light fiting 7/9 watt (100 lumens per watt), 6000K, complete fitting ready to use in all respect with lamp and all other accessories fitting arrangements including electric connection connecting with using flexible copper wire twin core upto ceiling rose/connector complete all as specified and as directed by Engineer-in-Charge. Make - Cat part No LCL-7 CDL of Crompton/ LHEXARP7PN1W009 of Havelles
Supply and fixing Sleek Pressure die cast aluminium housing/body, heat resistant clear glass, LED lens for wide beam, energy saving, IP65/66 protection, not less than 5700K, better optics for uniform distribution street/Roadway luminaire with high power LED 25 watt complete fitting with driver, LED strip and all other accessories etc, suitable for 40/32mm OD entry for direct mounting on pipe bracket, fixing on poles/along wall with and including brackets made out of GI tubing light grade 40mm dia, 2 metre long bent to shape at 120 degree angle at half metre from bottom (as per sample), fixing with MS clamp (02 Nos) and nut bolts, including before fixing applying two coats of aluminium paint on bracket and clamp over a coat of red oxide primer, including making electric connection with using twin core copper cable of suitable size complete all as specified and as directed by Engineer-in-charge. Make - Cat part No LSTS-25-CDL of Crompton/ BRLEP 25W LED WH of Bajaj / ENDURA PEARL SL25W LED757SASYTOPC of Havells / HLSLD-09-25CWL-R of Halonix
Supply and laying XLPE LT Cable of size 16 Sqmm, 2 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape armoured with Galvanized steel strip or wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)
Supply and laying XLPE LT Cable of size 10 Sqmm, 2 core, 1100 Volt grade heavy duty with XLPE insulated, stranded aluminium conductor served with an inner sheathening of PVC tape armoured with Galvanized steel strip or wire and over all PVC Sheathed stranded conductor conforming to IS- 7098 (Part-I) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge. Note :- (i) Excavation, earth work, sand cushioning, brick protection, cutting of road and pipe shall be measured & paid separately under appropriate item of this Schedule.)
Supply and filling Local sand cushioning , with dry and clean sand, over and under the under ground cables in trenches, ducts for cable protection including consolidation, 80mm thick to the authorized width as per SSR–Part-I before laying of cable and 150mm thick after laying of cable complete all as specified and as directed by Engineer-in-Charge. (Note :- For measurement purpose puned thickness shall be measured and paid i.e 18cm.)
Supply and laying Best quality, locally available, sub class ‘B’ bricks (Old Size) for cable protection cover, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing/laying GI tubing, light grade, 40 mm bore for protection of cable or earthing lead wire under hardstanding/fixed along poles/wall, laid in in trenches etc complete all as specified and as directed by Engineer-in-Charge.
Supply and hanging/fixing ceiling fan 1200 mm sweep single phase, 230 volts 50 Hz double ball bearing energy efficiant having of BEE Hb Plus 5 star rating, alongwith hanging rod, canopy (lower and upper), rubber real, nut bolts, lock pin etc. including electrical connection with round twin core flexible copper multi stranded cable suitable size complete all as specified and directed by Engineer-in-Charge Make - Usha / Bajaj / Khaitan / Orient / Crompton
Material and labour for Earthing complete with galvanised iron earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including earth continuity GI wire 4 mm (upto test point from earth plate i.e. 7.5m min) by means of GI bolts/nuts/washers and including protected by 15mm dia GI light grade protection pipe from earth plate to test point, including making of test point made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 Nos- 8mm dia 25mm long hex head screw. Earth plate shall be surrounded by packed layer of char coal/coke & salt all around bottom and top with alternative layer. 20mm GI light grade pipe for watering (should be 10cm above GL) and including socket, plug, funnel, wire mesh, CI cover 10mm thick hanged to CFI frame, PCC chamber pit made with PCC (1:3:6) type C1 (using 20 mm graded stone aggregate), including necessary form work, excavation and earth work in any type of soil , returning filling and disposal of surplus soil to a distance not exceeding 50m, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and and as directed by Engineer-in-charge. Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
V K CONTRACTOR
G N CONSTRUCTIONS
M/s HANS BROTHERS
R K GOYAL & COMPANY
BALAJI CONSTRUCTIONS
M/s Kamal Builders
B D BATRA AND SONS
M/S BHAGWATI CONSTRUCTION COMPANY
MS VIKAS ENTERPRISES
M/S SAI BUILDERS
FAIR DEAL CONSTRUCTION CO
NAIB ENTERPRISES
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