construction of class room , library , teacher room , kitchen , toilet etc Madarsa Islamia Chirotna Salhabujurg, Samastipur= 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed. 1 2.6.1 All kinds of soil CUM 227.22 2 2.3.1-2.4 Filing Earthwork in Approach road and Entrance and flanke without rolling with power roller CUM 9.15 3 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. CUM 115.53 4 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. CUM 190.37 5 2.25A Excavating supplying and filling of local earth ( including royalty but excluding carriage cost ) by mechanical transport upto a lead of 3 KM also includding ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth sides of foundation etc complete. If local earth is available at more than 3 kms lead the actual lead must be approved by competent authority. Carriage of material will be paid separately and calcualted after deducting the initial lead. CUM 6 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 CUM 12.36 7 4.12 Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufactures. Per 50 kg Cement 763.00 8 4.1.3 1:2:4 ( 1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size):02:04 Per 50 kg Cement 4.41 5.9 Centring and shuttering including strutting, propping etc. and removal of form for: 9 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. SQM 151.99 10 5.9.3 Suspended floors, roofs, landings, balconies and access platform SQM 475.00 11 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. SQM 335.00 12 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts SQM 301.22 13 5.9.7 Stairs, (excluding landings) except spiral staircases. SQM 24.08 14 5.9.13 Vertical and Horizontal fins individually or forming box louvers band, facias ane eaves boards. SQM 15 5.9.19 Wheather shade, Chajja, corbels etc., including edges. SQM 58.43 16 5.9.16.1 Edges of slabs and breaks in floors and walls : under 20 cm wide M 153.66 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete. 17 5.22.7a TMTC-500- 8mm dia . KG 3981.51 18 5.22.7b TMTC-500-10 mm dia. KG 3237.11 19 5.22.7c TMTC-500-12 mm dia. KG 2510.86 20 5.22.7d TMT FE-500-16 mm dia. KG 4688.13 21 5.22.7e TMT FE-500-20 mm dia. KG 1789.88 22 5.22.7f TMT FE-500-25 mm dia. KG 1947.71 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.all work upto plinth 23 5.33.1 All work upto plinth level CUM 48.71 24 5.33.2 All work from plinth level upto floor V level. CUM 130.90 6.1c Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth and superstructure 25 6.1.14c Cement mortar 1:6 (1 cement: 6 coarse sand ) - 250 mm and 125 mm th Brick work in superstructure CUM 196.33 26 6.1.12c Cement mortar 1 : 4 (1 cement : 4 coarse sand)- th Brick work and upto plinth CUM 10.85 27 6.3c Extra for Brick work in superstructure above plinth level upto floor II cum CUM 196.33 9.21 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 1 st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 28 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws SQM 43.00 9.96 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: 29 9.96.1 300 x 16 mm EACH 20.00 30 9.96.2 250 x 16 mm EACH 9.97 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: 31 9.97.1 300 x 10 mm EACH 40.00 32 9.97.4 150 x 10 mm EACH 33 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. EACH 20.00 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent ordyed to required colour or shade, with necessary screws etc. complete: 34 9.100.1 125 mm EACH 20.00 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 35 9.101.2 Twin rubber stopper EACH 20.00 36 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (overall area of door shutter tobe measured) SQM 43.00 9.40 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: 9.40.1 2nd class teak wood 37 9.40.1.2 50 x 20 mm M 105.00 9.147D Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required)extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance 38 9.147D.1 Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) SQM 95.04 39 10.15.2 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mmthickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: M 105.00 40 10.18 Providing and fixing M.S.fan clamp type I or II of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. EACH 40.00 10.32 Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required 41 10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. KG 694.26 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 42 9.48.1 Fixed to steel windows by welding. KG 2164.32 10.33 Providing and fixing hand rail by welding etc. to steel ladder railings & staircases railing including applying a priming coat of approved steel primer 43 10.33.1 MS tube (medium) 40 mm nominal dia KG 132.00 44 10.3 Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer SQM 7.88 45 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. SQM 258.24 46 11.73 Providing designation 100 A one brick edge soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. SQM 20.65 11.41 Providing and laying vitrifed floor tiles in different sizes {thickness to ben specified by the manufactruer) with water absorptions less than 0.08 % and conforming to IS 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joint with white cement and matching pigments etc., complete 47 11.41.2 Size of Tile 600x600 mm SQM 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete. 48 11.46.2 Size of Tile 600 x 600 mm. SQM 27.00 11.3 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stoneagregate) finishedwithafloatingcoatofneat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 49 11.3.1 40 mm thick with 20 mm nominal size stone aggregate SQM 459.1976562 50 11.6.1 Cement plaster skirting (upto30cmhieght)with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement. SQM 23.542 51 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete SQM 29.753 52 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) 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 Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. SQM 84.61 11.20 Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) SQM 53 11.20.2 Medium shade using 50% white cement 50% grey cement SQM 4.30 13.11 12 mm cement plaster of mix 54 13.11.4 1:6 (1 cement : 6 coarse sand) SQM 992.45 13.17 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a 55 13.17.1 floating coat of neat cement SQM 91.26 13.12 15 mm cement plaster of mix 56 13.12.4 1:6 (1 cement : 6 coarse sand) SQM 757.06 13.24 6 mm cement plaster to ceiling of mix. 57 13.24.2 1:4 (1 cement : 4 coarse sand) SQM 598.93 58 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. SQM 992.00 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. 59 13.77.2 New work (two or more coats) over and including priming coat with cement primer. SQM 1591.38 13.81 Applying priming coat: 60 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) SQM 86.00 61 13.81.3 With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works SQM 173.22 13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shed. 62 13.93.1 Two or more coats on new work SQM 259.22 63 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. M 1000.00 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 64 13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) SQM 757.06 65 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of : SQM 49.00 a 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. d IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm 22.14 Grading roof for water proofing treatment 66 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) CUM 19.00 67 4.17 Providing plinth protection .75 m wide consisting of 12 mm thick cement plaster 1;6 with neat cement punning over 75 mm thick P.C.C. (1:3 :6) over brick flat soling over 75 mm thick local sand filling all complete SQM 68 12.39 Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1cement:3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. EACH 8.00 2.37 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) : 2.37.1 Along external wall where the apron is not provided using chemical imulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete. 69 2.37.1.1 With chlorpyriphos / Lindane E.C. 20% with 1% concentration. M 63.00 2.37.2 Along the external wall below concrete or masonary apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. 70 2.37.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% Concentration. M 63.00 2.37.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand ) to match the existing floor. 71 2.37.3.1 With chlorpyriphos / Lindane E.C. 20% with 1% concentration. SQM 235.00 72 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m all kind of soil 100SQM 40.00 73 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood,trees and saplings of girth upto 30 cm measured at a height of 1 m aboveground level and removal of rubbish upto a distance of 50 m outside theperiphery of the area cleared 100SQM 40.00 74 6.47A Providing250mmwidebrick drain incementmortar (1:6) withav. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation100-Aflatsolinginpropergradeandslopeat thebase.the drainduly.plasteredinCM.(1:3)withpunningoverexposedsurfaceall complete as per building specification and direction of E/l, Mtr 77 75 16.91.2 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. sqm 91.5 76 6.1A Brick work with bricks of class designation 100A in foundations and plinth in : 77 6.1.14A Cement mortar 1:6 ( 1 cement: 6 coarse sand) Cum 4.9071292 79 6.1.12/1 Cement mortar 1 .:4 (1 cement: 4 coarse sand ) cum 5.45625 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of entring, shuttering, finishing and reinfor cement-All work puto plinth level 83 5.1.2 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate20 mm nominal size) Cum 1.54 CARRIAGE OF MATERIALS 84 Bricks (lead - 1 km kutcha + 7 km pucca) per1000nos 117999.25 85 Coarse Sand cum 209.81 86 Stone Chips cum 204.36 87 Local sand ( 1 km kutcha + 2 km pucca) cum 198.16 Extra Cost of Material 88 Cement Per bag 3066 89 Bricks per 1000 10265.68 S FEE 90 Bricks (lead - 1 km kutcha + 7 km pucca) per1000nos 10265.68 91 Coarse Sand cum 209.81 92 Stone Chips cum 204.36 93 Local sand ( 1 km kutcha + 2 km pucca) cum 198.16 94 Earth cum 124.68 CIVIL + SEPTIC TANK 1.3 Wiring for light point/ fan point/ exhaust fan point / call bell point with 1.5 Sq.mm FR PVC insulated copper conductor cable in recessed PVC conduit with modular type switch , modular plate, suitable size GI box etc as required. 95 1.3.3 Group C Point 96 96 1.31 Supplying and fixing suitable size GI box with modular plate and cover in recess including providing and fixing modular type 3 pin 5/6 amps socket outlet & 6A switch connection etc. as required. Each 18 97 1.32 Supplying and fixing of suitable size GI box with modular plate and cover in recess including providing and fixing modular 6 pin 15/16 amp socket outlet &15/16 amp modular switch including connection,painting etc as required Each 18 98 1.5 Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required meter 150 99 1.33 Supplying and fixing 2 pin, 6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 6 100 1.34 Supplying and fixing Batten/angale holder on the exisiting jucction box/pvc box including connection etc. as required. Each 24 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 102 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 150 103 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 100 104 1.7.11 4 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 60 105 1.7.12 4 X 10 sq. mm + 1 X 10 sq. mm earth wire Meter 60 1.15 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit as required 108 1.15.1 1 X 1.5 sq. mm Meter 150 110 1.38 Supplying and fixing electronic musical call suitable for single phase, 230 volts complete bell as required. Each 1 112 1439 Supplying and fixing modular type 25 amps A.C. unit box with ON/OFF MCB on surface or in recess complete with connections, testing and commissioning etc as required. Each 18 114 AR Supplying and fixing Suitable G.I box with modular plate & cover in front of surface or in recess including providing and fixing 4 nos. 3 pin 5/6 amps modular socket outlet & 4 nos 5/6 amps modular switch, connnection etc as required.( Use for computer point) Each 18 2.9 Supplying and fixing following way, horizontal type,three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus - bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But withoutMCB/RCCB/Isolator 117 2.9.1 4 way ( 4 + 12 ), double door, horizontal type Each 2 2.12 Supplying and fixing following rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 120 2.12.1 6 Amp. To 32 Amp. SP MCB Group-B 240 Volt Each 18 121 2.12.8 40/63 Amps, Tripole pole and neutral Each 2 123 5.7.5 Supplying and fixing recess mounted 18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 24 125 6.1.6 Supplying and fixing of following types lamp in theexisting electrical fitting/ fixtures etc. as required. 15 watt LED lamp Each 12 127 5.8.3 Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with integrated electronic driver & LED directly on ceiling including connection with 1.5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 18 129 5.6.2 Supplying and fixing following types aluminum extruded suspended type LED lumainare with miinimum efficacy 100lm/w ensuring continuous illumination including suspension system complete with electronic driver etc and connection with 1.5 sq mm FRLS PVC insulate copper conductor cable as required 4feet* 40 watt . Each 8 131 5.14.4 Supplying and fixing 90 watt LED type street light with die cast aluminium housing for ingress protection of IP66 and complete with all accessories etc, on pole/building including connection with FR PVC insulated copper conductor cable and earthing the body etc. as required. Each 1 133 8.5 Supplying and fixing of 32 mm dia X 1.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV/ HPSV/ CFL street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each 2 135 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. Each 6 137 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate/ switch box including connections but excluding modular plate etc.as required. Each 6 139 8.18.3 Supply and installation of 250 mm, 230 v A.C. exhaust fan in the existing opening including making good the damage, connection testing, commissioning etc as required. Each 4 142 2.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required. 143 2.4.3 160 Amp, 36 KA Each 1 144 2.4.18 500 Amp, 35 KA Each 1 2.7 Providing and fixing following capacity four pole ONload/ panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. 147 2.7.6 200 Amp, four pole Each 1 149 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. Set 1 152 AR SITC of OPR Early steamer emission (ESE) lighting protection along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1 154 AR SITC of mounting mast to hold early steamer emission OPR 45 of rubust design with guy wire & base plate along with Accessaries . Make ABB/ Hakel/ LPL etc all complete as required each 1 156 AR Supply & instalation of 25 x 3 mm copper down conductor with all Accessory Make ABB/ Hakel/ LPL etc all complete as required mtr 20 158 AR SITC test clamp manufactured from high quality alloy of copper for excellent corrosion resistance Make ABB/ Hakel/ LPL etc all complete as required mtr 2 160 3.21 providing chemical /miniral maintenance free earthing system with copper coted earth electrode 3m length etc all complete as required per set 1 162 2.1.5 Providing and fixing following capacity double pole/TP&N sheet metal switch disconnector fuse unit in theexisting metal panel board with rewireable type fusesincluding drilling holes in metal panel, makingconnections etc. as required. each 1 63 Amp, TP&N Supplying of following size& core PVC XLPF insulated Sheathered unmounted electrical cable with aluminium conductor for working voltage upto 1.1 kv as required 166 7.7.7 miscelleneous 25 sq. mm 3.5 core mtr. 50 168 3.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing etc. as required. mrt 50 ELECTRICAL/divide by 1.0536 18.7 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes,having thermal stability for hot & cold water supply, 173 18.7.1 15mm nominal outer dia pipe Metre 30.00 174 18.7.2 20mm nominal outer dia pipe Metre 30.00 175 18.7.3 25mm nominal outer dia pipe Metre 30.00 176 18.7.4 32mm nominal outer dia pipe Metre 30.00 177 18.7.5 40mm nominal outer dia pipe Metre 30.00 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. 179 18.8.1 15mm nominal outer dia Pipes Metre 30.00 180 18.8.2 20mm nominal outer dia Pipes Metre 48.00 18.16 Providing and fixing brass stop cock of approved quality (screwed end). 182 18.16.1 15mm nominal bore Each 24.00 183 18.16.2 20mm nominal bore Each 24.00 18.17 Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end). 185 18.17.1 25mm nominal bore Each 2.00 186 18.17.2 32mm nominal bore Each 2.00 187 18.17.3 40mm nominal bore Each 2.00 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end) 32mm nominal bore 190 18.19.2.1 Horizontal Each 2.00 18.21 Providing and fixing uplasticised PVC connectionpipe with brass ions 45 cm length 193 18.21.2.1 15 mm nominal bore Each 24.00 194 18.49.1 Providing and fixing C.P. brass,bib cock of approved quality conforming to IS : 8931 Each 12.00 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS stamdards and weighing notless than 810 gms. 196 18.50.1 15 mm nominal bore Each 6.00 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS stamdards and weighing notless than 690 gms. 198 18.51.1 15 mm nominal bore Each 6.00 18.52 Providing and fixing C.P brass stop cock (concealed) of standard design and of approved mark conforming to IS:8931 200 18.52.1 15mm nominal bore Each 6.00 18.53 Providing and fixing C.P brass angle valve for basin mixer and gyser points of approved quality conforming to IS: 8931 202 18.53.1 15mm nominal bore Each 2.00 18.76 Cutting holes up to 30 x 30 cm in walls including making good the same: 204 18.76.1 With common burnt clay F.P.S. (non modular) bricks Each 8.00 205 18.77 Cutting holes up to 15 x 15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including finishing complete so as to make it leak proof. Each 6.00 206 18.79 Making holes up to 20 x 20 cm and embedding pipes upto 150 mm in diametre in masonary and filling with cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including dispopsal of malba. Each 8.00 17.7 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 : 208 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap Each 4.00 209 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings Each 4.00 17.28 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete. Flexible pipe 212 17.28.2.2 40 mm dia Each 5.00 213 17.31 Providing and fixing 600 x 450 mm bevelled 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 comelete. Each 4.00 214 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges rounded off supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc. complete Each 4.00 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour. 216 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm an effective height of 88 mm, weighthan 190 gms Each 2.00 12.78 Providing and fixing on wall face unplasticised PVC (working pressure 4 kg per sqcm) rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 218 12.78.2 110mm diameter Metre 24.40 12.79 Providing and fixing on wall face unplasticised PVC moulded fittings / accessories for unplasticised-PVC rain water pipes conforming to IS:4985 including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Single pushfit Coupler: 221 12.79.2.2 110mm Each 5.00 Single tee with door 223 12.79.3.2 110x110x110mm Each 5.00 Single tee without door 225 12.79.4.2 110x110x110mm Each 5.00 Bend 227 12.79.5.2 110mm bend Each 5.00 Shoe plain 229 12.79.6.2 110mm Shoe Each 5.00 12.80 Providing and fixing unplasticised-PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S screws or required length including cutting brick work and fixing on cement mortar (1:4) 1 cement:4 coarse sand and making good the wall etc. complete. 231 12.80.2 110mm Each 24.40 232 12.81 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 8.00 17.1 Providing and fixing water closet squatting pan (Indian type W.C pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. 234 17.1.1 White Vitreous china Orissa Pattern W.C pan of size 580x440mm with integral type foot rests. Each 2.00 17.2 Providing and fixing white vitreous china pedastal type water closet (European type W.C pan) with seat and lid, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. 236 17.2.1 W.C pan with ISI marked white solid plastic seat and lid. Each 2.00 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S 13983 with C.I brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. Kitchen sink with drain board 239 17.10.1.1 510x1040 mm bowl depth 250 mm Each 1.00 240 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105gms. Each 2.00 17.5. Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe,spreaders with unionsand clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I.trap with outlet grating and other couplings in C.P. brass, includingpainting of fittings and cutting and making good the walls and floorswherever required : 242 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Each 6.00 243 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200mm wide with a minimum distances of 37mm fromwall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 90 gms. Each 2.00 WATER SUPPLY AND SANITARY INSTALLATIONS 19.1 Providing, laying and jointing glazed stoneware pipes grade A with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 247 19.1.2 150 mm diameter Metre 30.00 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes inlcuding bed concrete as per standard design. 249 19.2.2 150mm diameter S.W. pipe Metre 30.00 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than2.70 kg as per standard design : 180x150 mm size P type 252 19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4.00 19.30.1 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mmthick with cement mortar 1:3 (1 cement : 3 coarse sand), finishedsmooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design 254 19.30.1.0 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Each 4.00 SEWARAGE + DRAINAGE 24.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level. 24.1.1 All types of soil. 258 24.1.1.1 300 mm dia. Metre 90.00 24.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 Metre & upto 150 Metre depth below ground level. 24.2.1 All types of soil. 261 24.2.1.1 300 mm dia. Metre 10.00 262 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Cum 5.30 24.3 Supplying assembling and lowering and fixing In vertical position in bore well, unplasticized PVC Medium Well Casing CM Pipe of required dia conforming to IS 12818 including required hire charges and labour charges fitting all accessories etc all complete as per direction of EIC 264 24.3.2 150 mm nominal size dia having minimum wall thickness 5.40 mm Metre 100.00 24.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed /plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 266 24.11.2 100 mm nominal size dia. Metre 30.00 267 18.48.A Providing and Fixing high density polyethylene storage loft tank with cover conforming IS 12701 color opaque as approved by eic per litre 16000.00 268 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. Hour 24.00 TUBEWELL Providing, laying, testing & commissioning of B class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with twoor more coats of synthetic enamel paint of requiredshade complete as required 271 27.8.6 80 mm dia meter 25 272 27.8.7 100 mm dia meter 20 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required 274 27.9.2 Single headed Stainless steel Each 2 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required 276 27.11.5 100 mm dia Set 2 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets andconforming to IS 780 of following sizes as required : 278 27.12.5 100 mm dia Set 2 279 27.13 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. Each 2 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required 281 27.14.5 100 mm dia Set 2 Providing, installation, testing and commissioning of stainless steel Ystrainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 283 27.15.2 100 mm dia Each 2 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required 285 27.16.2 Stainless steel (Grade 304) Set 2 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following asrequired. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle.Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket 288 27.17.2 40 m set 2 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required 290 27.18.2 Stainless steel (Grade 304) Each 2 Supplying and fixing of fire brigade connection of cast iron body withgun metal male instantaneous inlet couplings complete with cap andchain as reqd. for suitable dia MS pipe connection conforming to IS904 as required : 292 27.19.1 2 way-100 mm dia M.S. Pipe Set 2 293 27.2 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MSsheet, 1200 mm in height with air release valve on top and flangedconnection to riser, drain arrangement with 25 mm dia gun metalwheel valve with required accessories, pressure gauge andpaintingwith synthetic enamel paint of approved shade as required. Set 2 294 27.22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. Each 2 FIRE FIGHTING BSR23.1 Trenching in ordinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge of/and manure before and after flooding trench with water (encluding cost of imported earth,sludge or manure). 295 Horticulture sqm 48 296 BSR23.2 Supplying and stacking of good earth at site including royalty but excluding carriage (earth measusred in stacks will be reduced by 20% for payment). cum 28.8 BSR23.3 Supplying and stacking Sludge at site including royalty and carriage (Sludge measusred in stacks will be reduced by 8% for payment). 297 cum 14.4 BSR23.4.1 Supplying and stacking a site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)Screened through sieve of l.S. designation 20 mm 298 cum 14.4 BSR23.5 Rough dressing the trenched ground including breaking clods 299 100sqm 48 BSR23.6 Uprooting weeds form the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 300 100sqm 48 301 BSR23.7 Fine dressing the ground 100sqm 48 BSR23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/and good earth to be paid separately). 302 cum 14.4 BSR23.9 Mixing earth and sjudge or manure in porportion specified or directed. 303 cum 14.4 BSR23.10.2 Grassing with Doob grass including watering and maintenance of the lawn for 30 days or more tili the grass forms a thick lawn free form weeds and fit for mowing including supplying good earth if needed. 304 In rows 7.5 cm apart in either direction. 100sqm 48 BSR23.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of al! rubbish with all leads and lifts. 305 100sqm 48 BSR23.14.2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2;1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water,dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): 306 Holes 60 cm ciia. And 60 cm deep each 50 BSR23.15.1 Half brick circular tree guard in 50 class designation bricks, internal diameter 1.25 metre and height 1.? metre above ground and 0.20 m below ground bottom two courses laid dry and top three courses in lime mortar 1:2(1 lime putty:2 surkhi) or cement ortar 1:6 (1 cement:6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: 307 With F.P.S. Bricks each 20 BSR23.19.1.2 Edging with bricks laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly susrplus earth within a lead of 50 m: 308 100Bclass designation. Mtr 100 BSR23.13 Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%). flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as drected, within a lead of 50 m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) 309 Hedges cum 36 HOR 2.29 Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. 310 2.29.1 Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4 mm Each 20 DSR HOR 2.50 Providing & fixing of White River (Stone) Pebbles size of 2 to 2.50 dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge 311 for landscaping Per Qtl 10 DSR HOR 2.38 Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. 312 Height of Topiary upto 120 cm per plant per month 20 DSR HOR 2.53 Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge 313 per plant per month 5 DSR HOR 2.57 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excludingcast of plant & water) 314 2.57.1 TREE Plants Each 10 315 DSR HOR 3.18 Providing and displaying of Areca Palm plant, having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush greenfoliage in 20 cm size of Earthen pot / Plastic pot & as per direction of the officer-in-charge. Each 10 316 DSR HOR 3.85 Providing and displaying of Schefflera high colour having ht. 25 cm to 30 cm, well developed with fresh & healthy foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. Each 10 317 DSR HOR 4.1 Providing and Displaying plants Allyssum white in full bloom well developed Fresh & healthy Plant in 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge. Each 10 318 DSR HOR 6.12 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. FOR FRENCH GARDEN Each 10 319 DSR HOR 7.74 Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. Each 10 320 DSR HOR 6.7 Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. Each 10 321 DSR HOR 7.76 Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. Each 10 322 DSR HOR 6.2 Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. Each 10 323 DSR HOR 7.28 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. Each 10 324 DSR HOR 5.12 Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. Each 10 325 DSR HOR 4.42 Providing and Displaying plants Missbranthemum in different colour well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. Each 10 326 DSR HOR 4.44 Providing and Displaying plants Nasturtium in different colour well developed with fresh & healthy foliage with full bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge.. Each 10 327 DSR HOR 4.70 Providing and Displaying plants Verbina in different colour having 30 to 45 cm ht., well developed with fresh & healthy foliage in bloom condition in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. Each 10 328 DSR HOR 8.9 Supply and stacking of plant Cassia biflora of height 60-75 cm. with 4-5 branches in poly bags of size 25 cm as per direction of the officer-in-charge. Each 10 329 DSR HOR 4.88 Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per directionof the officer-in-charge.. Each 10 330 DSR HOR 9.8 Providing and stacking of Jasmine grandiflorum (chameli) of height 30 cmto 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction ofthe officer-in-charge. Each 10 331 DSR HOR 4.91 Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch 30 cm and above ht. well developed with one and above flower plant in20 cm Earthen Pot, as per direction of the officer-in-charge. Each 10 332 DSR HOR 7.65 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. Each 10 333 DSR HOR 7.10 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of theofficer-in-charge. Each 10 Non Scheduled item 1 NS Cost of Informatory Board/Innauguration Board or Shilpat No 2 2 NS Supply,Installation, testing & Commissioning of suitable capacity and type of submersible pump set capable of suitable discharge of clean filtered water from a 150 mm x 100 mm section deep tubewell. (payment will be made as per quotation approved by the competent authority) No 1
