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| 1 | SCHEDULE ‘A’ PART-I ( BUILDINGWORKS ) |
| 2 | Constr of PUF shelter (7.60m x 18.30m) for 20 men SM Bk all as per GeM specification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection,furniture, Electrificationand as directed by Engineer-in-charge. Drawing No. DGAR/COB/01 (Sheet No. 1/10 to 10/10) |
| 3 | Constr of Single Offrs/JCOs PUF Shelter (7.90m x 10.64m) living accn incl toilet, sanitary and water supply fittings all as per GeMspecification and drawings including provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection,Electrifications, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 500 Ltrs capacityandas directed by Engineer-in-charge. Drawing No. DGAR/COB/03 (Sheet No. 1/10 to 10/10) |
| 4 | Constr of PUF Shelter (6.10m x 18.30m) for Store bldg as perGeMspecification and drawingsincluding provn of plinth /Fdn with PCCflooring & plinth protection, Electrifications and as directed by Engineer-in-charge.Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9) |
| 5 | Constr ofPUF shelter for Guard Room5.22 mtr x 7.62 m size as per GEM specification and drawing including foundation, 1.5 mm thick aluminium chequred sheet flooring on 50 mm PUF with 18 mm thick ply wood, eletrification, false ceiling, furniture and as directed by engr in charge and drawing No DGAR/COB/05 sheet No 1/11 to 11/11 |
| 6 | Constr of PUF Shelter (7.60m x 18.30m) for Signal Centre/MI Room/Coy Office all as per GeMspecificationincluding provn of plinth /Fdn with PCCflooring & plinth protection, Electrificationanddrawings and as directed by Engineer-in-charge. Drawing No. DGAR/COB/04 (Sheet No. 1/9 to 9/9) |
| 7 | Constr of PUF Shelter (7.20m x 2.20 m) 6 men Toilet Block all as per specification anddrawingsincluding provn of plinth /Fdn with Vitrified Tiles flooring & plinth protection, Electrifications, water supply & sanitary fittings, MS water Tank staging with PVC water storage Tank of 1000 Ltrs capacityand as directed by Engineer-in-charge. Drawing No. DGAR/Engr/COB/114 (Sheet No. 1/3 to 3/3) |
| 8 | SCHEDULE ‘A’ PART-II ( SECURITY FENCING ) 1000.00 mtrs ( Drg No. DGAR/Engr/COB/116 sheet No. 1/2 -2/2) |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 10 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Providing andfixing at site Angle Iron Post & Struts of 65x65x6mmsize including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc completeas per drawings |
| 13 | Fencing with Welded steel wire fabric fencingwith posts of specified materials and standard design of size 75mm x75 mmusing 4 mm dia GI wire . |
| 14 | Extra for providing and fixing MS flat iron 40x6 mm size Horizontally & Vertically for supporting of wire fabric/ chain link fencing . |
| 15 | Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work onangle irom post , Flat iron & struts |
| 16 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge |
| 17 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 18 | Painting with aluminium paint of approved brand and manufactutre to give an even & smooth shade Two or more coats on new work on Chain link fencing/ Fabric |
| 19 | SCHEDULE ‘A’ PART-III ( BITUMINOUSROAD ) 600.00 mtrs |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 21 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres |
| 22 | Supplying ,Laying, spreading and compacting stone aggregate of 90 mm to 45 mm& 13.2 mm to 11.2 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density . |
| 23 | Supplying ,Laying, spreading and compacting stone aggregate of 63 mm to 45 mm& 13.2 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density . |
| 24 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm |
| 25 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixe |
| 26 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 27 | SCHEDULE ‘A’ PART-IV ( RETAINING WALL ) 240.00 mtr |
| 28 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 30 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 32 | Providing and laying cement concrete in Coping on retaining walls1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 33 | Raised and cut pointing on stone work with cement mortar 1:2 (1 cement :2 fine sand): |
| 34 | Supplying and stacking at sitestone aggregate of 20 mm size |
| 35 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:2:4 (1 Cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 37 | SCHEDULE ‘A’ PART-V ( STORM DRAINAGE ) 180.00 mtr |
| 38 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 39 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 40 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering with mix1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal sizederived from natural sources) |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:2:4 (1 Cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 42 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 43 | providing 12 mm thick Cement plaster of mix 1:4 ( 1 cement :4 fine sand) |
| 44 | SCHEDULE ‘A’ PART-VI ( FOOT PATH WITH CHEQUERED TILES ) 180.00 mts |
| 45 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 46 | Supply and laying stone aggregate of 90 to 45 mm size of WBM with moroum as binding materials including 13.2 mm size stone screening sorrting , watering, spreading, compacting stone aggregate in uniform thickness and consolidation with power road roller of 8 to 10 tonne capacity with proper gradient and camber |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. with mix of1:2:4 (1 Cement : 2 coarse sandderived from natural sources : 4 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 48 | Centering and shuttering including strutting, propping etc. and removalof form for sides of concrete etc |
| 49 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement |
| 50 | SCHEDULE ‘A’ PART-VII ( PERIMETER SECURITY LIGHTS WITH CONNECTED WK) |
| 51 | Supply of Steel Swaged Pole complete with cast iron plate , finial taper plug, bolts, nutsand screws as spscified Type 410 SP-22 ( 8.50 meters long) including foundation |
| 52 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 8.0 metre and upto 10.0 metre |
| 53 | Suppying and laying of one number 25 Sqmm Armoured 3.5 Core PVC insulated under ground cable and PVC sheathed /XLPE power cable 1.1 KV grade as directed inground including excavation,sand cushioning , protective covering and refilling the treanches etc as required. Make: Havells/ Cabcom and KEI or equivalent as approved by HQ DGAR |
| 54 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 55 | Supply , Fixing and insllation of environmental friendly LED street light fittings 30 Watts 5700K suitable for fixing in 40mm dia GI Pipemade up of pressure die cast aluminium housing with high power LED lighting source including 40 mm dia 1.50 mtrs long GI pipemedium gradebracket for mounting of LED street fitting on poles with 02 Nos 40mm x 3 mm flat iron clamps with nuts & bolts including painting of GI pipe bracket & flat iron . Make :- Philips/ Bajaj or equivalent as approved by HQ DGAR |
| 56 | Providing and fixing GI pipe 32 mm dia complete with GI fitting and clamps , cutting and making good, Fixed with electric poles |
| 57 | Supply & fixing of Busbar chamber with 32 Amps MCB 4 pole including copper busbar , 415 volts with steel sheet enclosure with connection with base complete. Make : Havells or equivalent |
| 58 | Supply , installation , testing and Commissioning of Astronomical time switcg of following configuration to be mounted in ffder pillars/ Lighting DBs for Automatic switching ON/OFF of street lights at Sun set & Sun rise or twilight (Auto ON, Auto OFF, Auto mode) with manual override facility with 12/24 hours display formate with suitable battery and indicator for relay status i. e programming at site complete suitable for 3 output ( 1 output per phase) and suitable for three phase supply |
| 59 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A, 16 KA,TPMCCB |
| 60 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required |
| 61 | Supply , installation , testing and Commissioning of 30 KVA DG set, 3 phase , 415 Volts , 50 Hz, Diesel Engin Silent Generator Setcomprising of engine at 1500 RPM with Acousic enclosure, AMF Control panel with Residential silencer complete including foundation complete . Make :- Krilosker |
| 62 | Supply , Fixing and necessary connection Change Over Switch 3 phase 100 Apms , 4 poles 415 volts AC with sheet enclosure . Make : Havells |
| 63 | SCHEDULE ‘A’ PART-VIII ( IMPROVEMENT & ENHAUNCEMENT OF EXISTING BLDGS) |
| 64 | Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade :Old work (one or more coats) after removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 65 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade after removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 66 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work after removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 67 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 68 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).chemically treated hollock wood |
| 69 | Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 70 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessary screws. 30 mm thick hollock wood |
| 71 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick hollock wood |
| 72 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 73 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm |
| 74 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete. 100x10 mm |
| 75 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete. 150x10 mm |
| 76 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 77 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering PCC 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 79 | Centering and shuttering including strutting, propping etc. and removal of form for drains , Plinth protection etc for mass concrete |
| 80 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape,raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement : 4 fine sand) |
| 81 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 82 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 83 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 84 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete |
| 85 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:G.S. Sheet |
| 86 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required |
| 87 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) |
| 88 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge |
| 89 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 90 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets,40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid |
| 91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall, 15 mm nominal dia Pipes |
| 92 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge.(a) Internal Work- Exposed on wall |
| 93 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 94 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore |
| 95 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 96 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 97 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet .150 mm diameter |
| 98 | Providing & fixing of Health Faucet CP with complete fittings |
| 99 | Providing and fixing of CP wall mixer with complete accessories 15 mm nominal dia |
| 100 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 101 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. Kiln seasoned and chemically treated hollock wood |
| 102 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 6 mm thick Cement bonded wood particle board asper IS:14276 |
| 103 | Particle Board 12 mm thick , Plain particle board flat pressed, 3 layer or gradedwood particle board medium density Grade I, IS 3087 marked |
| 104 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required Group C |
| 105 | Wiring for light/ power plug with 2X2.50 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 2.50 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 106 | Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. |
| 107 | Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required. |
| 108 | Supplying and fixing brass batten/ angle holder including connection etc. as required |
| 109 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required |
| 110 | Supply & fixing piano type 5/6 amps switch/ Socket on existing swithch board |
| 111 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 112 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 113 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. 8 way , Double door |
| 114 | Supplying and fixing following rating, double pole, 240 V,isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amp |
| 115 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\"curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 116 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required all complete |
| 117 | Supply & fixing 1100 Volts heavy duty PVC sheathed aluminium conductor cable for service connction of 10 Sqmm Twin core with 4 mm dia GI wire |
| 118 | Supply & fixing House service bracket (Hook Type) complete with 3.00 mtrs long GI pipe 40 mm dia medium grade |
| 119 | Supply & Fixing LED Tube light fitting1x 18 watts complete set as approved by EIC |
| 120 | Supply & Fixing Ceiling Fan of 1200 mm sweep of approved make (Bajjaj/ Usha/ Cromton Greaves ) including wiring to down rod upto 30 cm with regulator as approved by EIC |
| 121 | SCHEDULE ‘A’ PART-VII(SITE DEVELOPMENT / EARTH WORK) |
| 122 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil |
| 123 | SCHEDULE ‘A’ PART-VIII(SEWAGE DISPOSAL) |
| 124 | Construction of Septic Tank 50 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 125 | Construction of Septic Tank 20 Users all asper specifications and drawing No. DGAR/Engr/355 sheet No. 1/1 |
| 126 | Construction of SOAK PIT all asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 127 | Construction of MANHOLEall asper specifications and drawing No. DGAR/Engr/356 sheet No. 1/1 |
| 128 | Provision of 110 mm dia PVC (SWR) pipe line including PCC 1:3:6 haunching |
