Tender For Annual Rate Contract For Maintenance Works In Block Uniara District Tonk
Tender Overview
Project Description
Tender for Annual Rate Contract For Maintenance Works In Block Uniara District Tonk-1 1.3 Banking excavated earth in layers not exceeding 20cm. indepth breaking clods watering, rolling each layer with 1/2tonne roller, or stone or steel rammers, and rolling every3rd and top- most layer with power roller of 8-10 tonnecapacity and dressing up in embankments for roads, floodbanks marginal banks, and guide banks etc. lead up to 50Mtr. and lift up to 1.5 Mtr. All kinds of soilsCum 171.00 12 1.4 Deduct for not rolling with power roller of 8 to 10 tonnecapacity for banking excavated earth in layers notexceeding 20 cm in depthCum 3.00 13 1.5 Deduct for not watering the excavated earth for banking. Cum 12.00 14 1.6 Earth work in excavation by mechanical means(Hydraulic excavator )/ manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, leadupto 50m and lift upto 1.5 m , disposed earth to belevelled and neatly dressed:All kinds of soilCum 175.00 15 1.7 Earth work in excavation/ by mechanical means(Hydraulic Excavator)/ manual means over areas(exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, leadupto 50 m and lift upto 1.5 m , disposed earth to belevelled and neatly dressed:6 1.7.1 Ordinary rock Cum 251.00 17 1.8 Earth work in excavation by mechanical means(Hydraulic Excavator )/ manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10sqm on plan) including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including taking out theexcavated soil and depositing and refilling of jhiri withwatering & ramming and disposal of surplus excavatedsoil as directed with in a lead of 50 meter. All kinds ofsoilsCum 178.00 18 1.9 Excavation work by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains not exceeding 1.5 m in width or 10 sqm on planincluding dressing of sides and ramming of bottoms liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed with a leadin a 50 meter including stacking of useful material ifavailable :9 1.9.1 Ordinary rock Cum 268.00 110 1.20.1 Depth not exceeding 1.5 Mtr. Sqm 47.00 111 1.20.2 Depth exceeding 1.5 Mtr. but not exceeding 3 Mtr Sqm 50.00 112 1.20.3 Depth exceeding 3 Mtr. but not exceeding 4.5 Mtr Sqm 54.00 113 1.21 P & F of Open timbering in case of shafts, wells, soakpits, manholes and the like including strutting, shoringcomplete (Measurement to be taken of the face areatimbered):14 1.21.1 Depth not exceeding 1.5 Mtr. Sqm 41.00 115 1.21.2 Depth exceeding 1.5 Mtr. but not exceeding 3 Mtr Sqm 46.00 116 1.21.3 Depth exceeding 3 Mtr. but not exceeding 4.5 Mtr Sqm 53.00 117 1.22 P & F Open timbering over area including strutting,shoring etc complete (Measurement to be taken of theface area timbered):18 1.22.1 Depth not exceeding 1.5 Mtr. Sqm 30.00 119 1.22.2 Depth exceeding 1.5 Mtr. but not exceeding 3 Mtr Sqm 32.00 120 1.22.3 Depth exceeding 3 Mtr. but not exceeding 4.5 Mtr Sqm 39.00 121 1.23 Add extra for planking and strutting in open timbering ifrequired to be left permanently in position (face area oftimber permanently left to be measured)Sqm 629.00 122 1.25 Filling available excavated earth (excluding rock) intrenches, plinth side of foundation etc. in layers notexceeding 20 cm. in depth, consolidating each depositedlayer by ramming and watering including lead up to 50meter and with all lift.Cum 64.00 123 1.26 Add extra for foundation/trenches/drains for everyadditional lift of 1.5 Mtr. or part thereof in24 1.26.1 All kinds of soil Cum 34.00 125 1.26.2 Ordinary or hard rock. 1.27(a) Supplying and Filling inplinth with river sand under floors including Cum1024.00 watering ramming consolidating and dressingcomplete including cost of sand 1.27 (b) Supplying andFilling in plinth with blown sand under floors includingCum 450.00 watering ramming consolidating anddressing complete including cost of sand.Cum 61.00 126 1.28 Surface dressing of the ground including removingvegetation and inequalities not exceeding 15cm deep anddisposal of rubbish lead up to 50 Mtr. and lift up to 1.5Mtr.:All kinds of soilSqm 9.00 127 1.29 Ploughing the existing ground to a depth of 15 cm to 25cm and watering the same: All kinds of soilSqm 9.00 128 1.30 Excavating holes upto 0.5 cum including getting out theexcavated soil, then returning the soil as required in layersnot exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering etc disposingof surplus excavted soil; as directed within a lead of 50 mand lift to 1.5 m29 1.30.1 All kinds of soil Cum 94.00 130 1.30.2 Ordinary rock Cum 135.00 131 1.30.3 Hard rock (requiring blasting) useful material 30% Cum 243.00 132 1.30.4 Hard rock(blasting prohibited) useful material 30% Cum 296.00 133 3.1 Providing and laying in position cement concreteincluding curing, compaction etc. complete in specifiedgrade excluding the cost of centering and shuttering - Allwork up to plinth level.34 3.1.1 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 20mm nominal size).Cum 5,898.00 135 3.1.2 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size).Cum 5,549.00 136 3.1.3 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand: 4 graded stone aggregate 40mm nominal size).Cum 5,453.00 137 3.1.4 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size).Cum 4,616.00 138 3.1.5 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand: 6 graded stone aggregate 40mm nominal size).Cum 4,477.00 139 3.1.6 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate40 mm nominal size).Cum 3,962.00 140 3.1.7 1:5:10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 40mm nominal size).Cum 3,547.00 141 4.1 Providing and laying in position specified grade ofcement concrete for all RCC structural elements uptoplinth level including curing, compaction, finishing withrendering in cement sand mortar 1:3 (1 cement: 3 coarsesand) and making good the joints and cost of plastizers( ifrequired) excluding the cost of centering, shuttering andreinforcement. M20 grade Nominal Mix / Design MixCum 5,921.00 142 4.2 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floorfive level including curing, compaction, finishing withrendering in cement sand mortar 1:3 (1 cement: 3 coarsesand) and making good the joints and cost of plastizers (ifrequired ) excluding the cost of centering, shuttering andreinforcement for Walls (any thickness) includingattached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts and strutsetc. M20 grade Nominal Mix / Design MixCum 6,731.00 143 4.3 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floorfive level including curing, compaction, finishing withrendering in cement sand mortar 1:3 (1 cement: 3 coarsesand) and making good the joints and cost of plastizers( ifrequired) excluding the cost of centering, shuttering andreinforcement for Beams, suspended floors, roofs, gridershaving slopes up to 15º, landings, balconies, shelves,chajjas, lintels, bands, plain windows sills, staircases andspiral staircases etc.M20 grade Nominal Mix / DesignMixCum 6,222.00 144 4.4 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floorfive level including curing, compaction, finishing withrendering in cement sand mortar 1:3 (1 cement: 3 coarsesand) and making good the joints and cost of plastizers( ifrequired) excluding the cost of centering, shuttering andreinforcement for Arches, arch ribs, domes, vaults, shells,folded plate, chimneys, shafts , roofs having slope morethan 15º ,vertical and horizontal fins individually orforming box louvers, facias and eaves boards M20 gradeNominal Mix / Design MixCum 6,673.00 145 4.5 Providing and laying in position Ready mix concretemanufactured in fully automatic Batching Plant andtransported to site in transit mixer for having continousagitated mixer, manufactured as per approved mix designof specified grade of RCC work including pumping ofR.M.C. from transit mixer to site of laying , exculding thecost of centering, shuttering and reinforcement with alllead and lift including cost of admixtures inrecommended portion as per IS 9103 to accelerate/ retardsetting of concrete, improve workability withoutimpairing strength and durability as per direction ofEngineer in charge . All works upto floor V floorM20grade Design Mix by using cement as per codal provision.Cum 7,307.00 146 4.6 Add extra for providing richer mixes respectively at allfloor levels47 4.6.1 Providing M-25 grade concrete by using cement as percodal provision instead of M-20 grade design mix.Cum 76.00 148 4.6.2 Providing M-30 grade concrete by using cement as percodal provision instead of M-20 grade design mix.Cum 139.00 149 4.7 Add extra for RCC work in superstructure above floorfive level for each four floor or part thereof .Cum 123.00 150 4.8 Deduct for using less cement quantity than the quantity asprovided in the item of design mix concrete/RMC asarrived as per mix design.(on cement quantity)Kg 8.00 151 4.9 Centering and Shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways andremoval of formwork for foundation , footings, strapbeam, raft , bases of columns etc.Sqm. 173.00 152 4.10 Centering & shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways with steelprops and removal of formwork for upto floor five levelfor :53 4.10.1 Walls (any thickness) including attached pilasters,buttresses plinth and string course.Sqm 318.00 154 4.10.2 Suspended floors, roofs, landings, staircases, balconies,girders, cantilevers, bands, coping bed plates, anchorblocks, sills, chhajjas, lintel, beam, plinth beam etc.Sqm 374.00 155 4.10.3 Columns, pillars, posts and struts etc. Sqm. 413.00 156 4.10.8 Add extra for shuttering in circular work (in respectivecentering Sqm 20% and shuttering items)57 4.11 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc.including cost of de- shuttering and decentring at alllevels, over a height of 3.5 m, for every additional heightof 1 metre or part thereof (Plan are is to be measured)Sqm 188.00 158 4.12 Add extra for centering and shuttering work insuperstructure above floor five level for each four floor orpart thereof .Sqm. 37.00 159 4.13 Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing inposition and binding (including cost of binding wire) allcomplete up to floor five level.60 4.13.1 Cold twisted deformed bars (IS : 1786). Kg. 82.00 161 4.13.2 Hot rolled deformed bars (IS : 1139). Kg. 82.00 162 4.14 Labour charges for cutting, bending for fabrication andbinding reinforcement (plain or tor/ribbed/TMT steel) asper drawing and design for R.C.C. and R.B. workincluding cost of binding wire with all lead and lift up tofloor five level complete.Kg. 13.00 163 4.15 Add extra for reinforcement in superstructure above floorfive level for each four floor or part thereof .Kg 3.00 164 4.24 Providing ,arranging and erecting 50mm dia M.S. pipecup lock shuttering arrangement above the ground levelupto the height given below. The girding arrangement ofcup lock system should have 2.50 meter 3.00 meter longcoupling pipes and 0.90mt long lacer pipe (Horizontalbracing pipes) reconnected in both ways so as to make asquare grid of size 0.90x0.90 meter in plan. TheHorizontal bracing and lacer pipes should have amaximum spacing of 1.50 meter c/c both ways. Thebottom of the coupling pipe must rest over a firm supportat ground. the shuttering plates of 900mmx600mm sizeduly braced by angle supports and should rest over50mmx50mm size wooden logs supported by75x40x6mm size channels and U-Jacks made ofM.S.25mm dia steel bars with adjustable thread and lockarrangement placed at a spacing of 0.60 meter c/c. Thewhole arrangement should be duly shored from ground byU-Jacks and lacer pipes to prevent any lateral movementduring casting of slabs. Additional support as perdirection of engineer in charge are also to by providedwherever felt necessary. The work would includetransportation of material erecting the whole gridstructure, bracing both way, shoring, leveling ofshuttering and removal of form work complete as perdirection of Engineer in charge for all the floors upto theheight of:- (a) Upto 6.63 meter height (b) Upto 9.14 meterheight Sqm. 1722.00Sqm. 958.00 165 4.25 Rebarring work in old R.C.C structures including makingbore hole to adjust required bar diameter and filling agood quality filler to provide a tensil strength as perrequirement and fix the Bar to the saction including costof bars. (i) 8 mm bar (ii) 10 mm bar Each 515.00 (iii) 12mm bar Each 581.00 (iv) 16 mm bar Each 914.00 (v) 20mm bar Each 1186.00 (vi) 25 mm bar Each 1715.00Each 472.00 166 5.2 Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in allshapes and sizes in :67 5.2.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Cum. 6,235.00 168 5.2.2 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Cum. 5,988.00 169 5.3 Add extra for Square or Rectangular Pillars inSuperstructre brick work up to five storey70 5.3.1 Upto 45 cm length and all sides are free Cum 360.00 171 5.3.2 Upto 45 cm length and two corners are free Cum 179.00 172 5.3.3 Upto 90 cm length and all sides are free Cum 306.00 173 5.7 Half brick masonry in foundation & plinth using bricks ofdesignation 7574 5.7.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) Sqm. 630.00 175 5.7.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm. 596.40 176 5.7.3 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Sqm. 564.00 177 5.8 Half brick masonry in Superstructure , above plinth levelupto floor V level using bricks of designation 7578 5.8.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) Sqm. 700.00 179 5.8.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm. 664.00 180 5.8.3 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Sqm. 631.00 181 5.9 Add extra providing and placing in position 2 Nos. ,6mmØ M.S. bar at every third course of half brick masonry .Sqm 64.00 182 5.10 Brick work in partition in super structure upto five storey7cm. thick (brick on edges) using bricks of classdesignation 75 in :83 5.10.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) Sqm. 475.00 184 5.10.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm. 452.00 185 5.14 Brick work in super structure upto five storey withselected bricks of class designation 75 in exposed brickwork including making horizontal and vertical grooves10mm. wide 12mm. deep complete in cement mortar 1:6.Cum 6,066.00 186 5.15 Brick work with clay flyash F.P.S. brick (IS 13757- 1993) of class designation 75 in superstructure above plinthlevel upto floor five level in :87 5.15.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Cum 6,045.00 188 5.15.2 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Cum 5,798.00 189 5.16 Brick work with mechanised autoclaved flyash limebricks conforming to IS: 12894 :2002 of class designation100 in superstructure above plinth level upto floor V levelin.90 5.16.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Cum 5,894.00 191 5.16.2 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Cum 5,574.00 192 5.17 Add extra for brick work in superstructure above floorfive level, for each four floors or part thereof.93 5.17.1 Quantity in Cum. Cum. 286.00 194 5.17.2 Quantity in Sqm. Sqm. 25.00 195 5.18 Add extra over item of brick work with class designation100 in substitution of class designation 75 :96 5.18.1 Quantity in Cum. Cum. 179.00 197 5.18.2 Quantity in Sqm. Sqm. 21.00 198 5.19 Half Brick work with mechanised autoclaved flyash limebricks conforming to IS: 12894 :2002 of class designation100 in superstructure above plinth level upto floor V levelin.99 5.19.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 703.00 1100 5.19.2 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Sqm 668.00 1101 5.20 Half Brick work with mechanised autoclaved flyash limebricks conforming to IS: 12894 :2002 of class designation75 in superstructure above plinth level upto floor V levelin.102 5.20.1 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 677.00 1103 5.20.2 Cement mortar 1 : 6 (1 cement : 6 coarse sand) Sqm 643.00 1104 6.1 Random Rubble stone masonry for with hard stone infoundation and plinth in Cement Sand mortar above 30CM thick wall in:105 6.1.6 Cement Mortar 1:6 ( 1-Cement : 6-Sand). Cum. 3,406.00 1106 6.2.6 Random Rubble stone masonry for with hard stone insuperstructure above plinth level and upto five levelabove 30 CM thick wall in: Cement Mortar 1:6 (1-Cement : 6-Sand)Cum. 4,175.00 1107 6.3.4 Add extra for Random Rubble Stone masonry with hardstone in Wall upto 30cm and less thicknessCum. 223.00 1108 7.12 Providing and fixing 1st quality standard white, grey,ivory, fume red brown, light green, light blue and otherlight shades glazed tiles confirming to IS : 13753 & IS:15622 of size 200mm x 300mm in walls, floors, steps,pillars etc. laid on a bed of neat cement slurry finishedwith flush pointing in the white cement mixed withpigment to match the shade of the tile complete(excluding the cost of cement plaster on walls and pillar).Sqm. 741.00 1109 7.13 Providing and fixing 1st quality MAT finished ceremictile size 300x300mm confirming to IS : 13755 and IS :15622 colour such as white, grey, ivory, fume red brown,light green, light blue and other light shades in floors,steps, pillars etc. laid on a bed of neat cement slurryfinished with flush pointing in the white cement mixedwith pigment to match the shade of the tile complete(including the cost of cement mortar bed 1:4).Sqm. 823.00 1110 7.18 P & F 1st qualityVitrified Porcelain Polished tiles onfloor, skirting and steps etc.in different sizes(thickness to be specified by manufactuer) with waterabsortion less than 0.08% and conforming to IS 15622 ofapproved make in all colour and shade, laid with 20 mmthick CM 1 : 4 including grounting the joints with whitecement and matching pigment etc complete.111 7.18.1 size 450 mm X 450 mm, thicknes 7.5mm to 8mm Sqm. 868.00 1112 7.18.2 size 600 mm X 600 mm, thicknes 7.5mm to 8mm Sqm. 1,002.00 1113 7.18.3 size 800mm X 800 mm, thicknes 8mm to 9mm Sqm. 1,210.00 1117 9.1 Structural steel work in single section fixed with orwithout connecting plate including cutting, hoisting (height upto 10 m), fixing in position and applying apriming coat of approved steel primer all complete.Kg. 83.00 1118 9.1.1 Add Extra if I/rail section is used Kg. 10%119 9.2 Structural steel work riveted, bolted or welded in built upsections, trusses and framed work, including cutting,hoisting (height upto 10 m) , fixing in position andapplying a priming coat of approved steel primer allcomplete:Kg. 93.00 1120 9.3 Steel work in built up tubular trusses including cutting,hoisting (height upto 10 m) fixing in position andapplying a priming coat of approved steel primer, weldedand bolted including special shaped washers etc.complete.121 9.3.1 Hot finished welded type tubes. Kg. 110.00 1122 9.3.2 Hot finished seamless type tubes. Kg 120.00 1123 9.3.3 Electric resistance or induction butt welded tubes. Kg. 144.00 1124 9.4 Extra for hoisting and fixing for every additional onemetre or part thereof beyond 10 mtr height.Kg. 7.00 1125 9.5 Providing and fixing T-iron frames for doors, windowsand ventilators of mild steel Tee-sections, joints mitredand welded with 15x3 mm lugs 10cm long embedded incement concrete blocks 15x10x10 cm of 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) or with wooden plugs and screws or rawl plugs andscrews or with fixing clips or with bolts and nuts asrequire including fixing of necessary butt hinges andscrews and applying a priming coat of approved steelprimer.Kg. 95.00 1126 9.6 Providing and fixing pressed steel door framesconfirming to IS 4351 manufactured from commercialmild steel sheet of 1.25 mm thickness including hingesjamb, lock jamb, bead and if required angle threshold ofmild steel angle of section 50x25mm, or base ties of1.25mm pressed mild steel welded or rigidly fixedtogether by mechanical means, adjustable lugs with splitend tail to each jamb including steel butt hinges 2.5mmthick with mortar guards, lock strike-plate and shockabsorbers as specified and applying a coat of approvedsteel primer after pre-treatment of the surface includingfilling with CC 1:2:4(M15 grade) complete as directed byEngineer- in-charge :127 9.6.1 Profile B Mtr. 472.00 1128 9.6.2 Profile C Mtr. 516.00 1129 9.6.3 Profile E Mtr. 557.00 1130 9.7 Supply and fixing in cement mortar welded hand railingmade out of MS round or square bars, flats etc. forstaircase or verandah as per design complete in all respect(wooden or PVC hand railing to be paid extra) withpriming coat of red oxide.Kg. 89.00 1131 9.7.1 Extra for providing D type pipe head as top of handrailing Kg. 10%132 9.8 Providing and fixing steel gate, grating , and grills madeof angles, tees, square bars, flats,or black pipe withholdfast and fittings complete as per design and drawingincluding cutting welding and fabrication with primingcoat of red oxideKg. 106.00 1133 9.8.1 Extra if square,rectangular hollow tubelar sections areused or grill Kg. 10% made by flats only134 9.9 Providing and fixing cow catcher made of R.S. joistangles channels MS rounds including cutting welding andfabrication with priming coat of red oxide (as per design).Kg. 81.00 1135 9.10 Providing and fixing in position collapsible steel shutterswith Sqm. vertical M.S. Channels 20 x 10 x 2mm andbracket with flat iron diagonals 20 x 5mm. size with topand bottom rail of T-iron 40 x 40 x 6mm. with 40mm diasteel pulleys/ball bearing complete with bolts, nutslocking arrangements inside and outside stoppers, handlesetc. as per specification including applying a priming coatof approved steel primer. (To be measured and paid asper outer dimension).Sqm 5,691.00 1136 9.11 Providing and fixing 1mm thick M.S. sheet slidingshutters with frame & diagonals braces of 40 x 40 x 6mm.angle iron 3mm M.S. gusset plates at the junction andcorners, 25mm dia pulley 40x40x6mm angle and T-ironguide at the top and bottom respectively includingapplying a priming coat of approved steel primer.Sqm 3,937.00 1137 9.12 Providing and fixing 1mm thick M.S. sheet garrage doorshutters with frame of 40 x 40 x 6mm. angle iron 3mmM.S. gusset plates at the junction and corners includingall fittings and applying a coat of approved steel primer :(Excluding cost of frames) 9.12.1 Using M.S. angles 40 x40 x 6mm for diagonal braces. 9.12.2 Using flats 30 x6mm for diagonal braces and central cross piece. Sqm.3292.00Sqm. 3,455.00 1138 9.13 Supplying and fixing rolling shutters of approved make,made of 80 Sqm. x 1.25mm. M.S. laths interlockedtogether through their entire length and jointed together atthe end by end locks mounted on specially designed pipeshaft with brackets, side guides and arrangements forinside and outside locking with push and pull operationcomplete including cost of spring hooks, providing andfixing necessary 25.3cm. long wire springs grade No. 2and M.S. top cover 1.25mm thick for rolling shutters asper design & IS 6248- 1979. (Clear openable area to bemeasured for payment).Sqm 2,281.00 1139 9.14 Providing & fixing ball bearing for rolling shutters Each 568.00 1140 9.15 Extra for providing mechanical device chain and crankoperation for operating rolling shutters. 9.15.1 Exceeding10.00 Sqm and upto 16.80 Sqm in the area. 9.15.2Exceeding 16.80 Sqm in the area. Sqm. 976.00 9.16 Extrafor providing grilled rolling shutters manufactured out of8 Sqm. 360.00 mm dia. M.S. bar instead of laths as perdesign approved by Engineer-in-charge. (area of grill tobe measured).Sqm. 905.00 1141 9.17 Providing and fixing M.S. sheet 1mm thick single leafdoor shutter Sqm. in angle iron frame 35x35x5mmsuitabilly diagonally braced with 25x3mm flat iron aboveand below lock rail of size 50x5mm beading extraincluding all fittings, as per direction of Engg. inchargebut excluding cost of chowkhats: including two coats ofanit-corrosive red oxide primer paint 9.17.1 Extra fordouble leaf shutters. Sqm. 20%Sqm. 3,156.00 1142 9.18 Fixing standard steel glazed doors, windows andventilators in walls Sqm. with 15x3mm lugs 10cm longembedded in cement concrete blocks 15x10x10 cm of1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate20 mm nominal size) or with wooden plugs and screws orrawl plugs and screws or with fixing clips or with boltsand nuts as required, including fixing of glass panes withglazing clips and special metal-sash putty of approvedmake, or metal beading with screws (only steel windowswith lugs, glass pane cut to size and glazing clips or metalbeading with screws, shall be supplied by department freeof cost.)Sqm. 306.00 1143 9.19 Providing and fixing steel glazed doors windows andventilator shutters of standard rolled steel section (IS1038-1983) joints mitred and welded with steel lugs13x3mm, 10cm. long embedded in cement concrete block15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size) or withwooden plugs and screws or rawl plugs and screws withfixing clips or with bolts and nuts as required includingproviding and fixing of plain glass panes 4mm thick withcooper glazing clips and special metal sash putty ofapproved make or metal beading with screws completeincluding priming coat of approval steel primer,excluding the cost of metal beading and other fittingexcept necessary hinges of pivots steel handles peg stayetc. as required :144 9.19.1 Doors Sqm. 3,409.00 1145 9.19.2 Windows fixed Sqm. 3,399.00 1146 9.19.3 Windows side hung /Ventilators top or centre hung(openable)Sqm. 3,449.00 1147 9.19.4 Partly fixed and partly openable [ fixed area not to exceed33%]Sqm. 3,399.00 1148 9.20 Providing brass handles/peg stays and fittings in place ofoxidized Sqm. 5% fitting149 9.21 Aluminium handles/peg stays fitting instead of oxidizedfitting. Sqm. 3%150 9.22 5mm thick plain glass instead of 4mm thick plain glass Sqm. 105.00 1151 9.23 Deduct for Not providing glass panels Sqm. 342.00 1152 9.24 Deduct for Pin headed 4mm thick glass panels is usedinstead of Sqm. 5% 4mm thick plain glass153 9.25 Deduct for Not provided oxidised fittings. Sqm. 5%154 9.26 Supplying and fixing fixed wire gauge of 14 mesh x 24gauge to the Sqm. metal frame of rolled section by metalbeading 20x3mm with suitable screw at not exceeding150mm distance.Sqm. 679.00 1155 9.27 Providing and fixing Square bars or other flat welded towindow, ventilatiors etc.Kg. 72.00 1156 9.28 Providing and fixing steel glazed window frame made outof 80x40 mm hollow sheet section of 16 gauge thickness,joint mitred welded and grinded including hold fast ofsteel lugs 13mm x 3mm and 15 Cm long embedded in CC block 15 x 10 x 10 Cm of 1:3:6 nominal concrete andincluding fixing of pivoted hinges of superior quality,window shutters made out of 50 x 25.0 mm hollow steelsection 15 mm paitam of 18 gauge thickness, joint mitredand grinded including 10mm x 10mm square bars weldedto frame for paitam fixing float glass 4mm thick paneswith glazing clips and metal sash putty and fixing ofshutters frames peg stay, U shape handle 100 mm long,tower bolts 100 mm long of steel powder coated superiorquality including fixing and jointing with frame hingespriming coat with steel primer complete in all respect asper direction of Engineer-in –charge 9.28.1 Windowopenable. 9.28.2 Window fixed. Sqm 3851.00 9.28.3Extra for additional shutter in pipe section windows withwire gauge Sqm 1819.00 14 mesh x 24 gaugeSqm 4,183.00 1157 9.29 180cm high fencing with angle iron post 55x55x6mm.placed at every 3Mtr. apart 45cm. in ground embedded incement concrete 1:3:6 (30x30x60cm) corner and everytenth post to be strutted with 55x55x6mm. angle ironprovided with 6 horizontal lines and two diagonals ofblack barbed wire between two posts fitted and fixed withG.I. staples including earth work in excavation etc.complete.Mtr. 645.00 1158 9.30 150 cm high fencing of precast R.C. posts of 15cmx15cmtapered to 10x10cm at top placed at every 3m apart 30cmin ground embedded in cement concrete 1:3:6(30x30x45cm) corner and every tenth posts to be struttedwith same R.C. posts provided with 6 horizontal lines andtwo diagonals of black barbed wire between the two postsfitted and fixed with G.I. staples including earth work inexcavation etc. completeMtr. 553.00 1159 9.31 150cm high fencing with angle iron 50x50x6mm. placedat every 3Mtr. apart 30cm. in ground embedded in cementconcrete 1:3:6 (30x30x45cm) corner and every tenth postto be strutted with 50x50x6mm. angle iron provided with5 horizontal lines and two diagonals of black barbed wirebetween two posts fitted and fixed with G.I. staplesincluding earth work in excavation etc. complete.Mtr. 563.00 1160 9.32 120cm. high fencing with angle iron posts 50x50x6mm.placed at every 3 Mtr. apart 30cm. in ground embedded incement concrete 1:3:6 (30x30x45cm) corner & everytenth posts to be strutted with 50x50x6mm angle ironprovided with four horizontal lines and two diagonals ofblack barbed wire between two posts fitted and fixed withG.I. staple including earth work in excavation etc.complete.Mtr. 517.00 1161 9.33 Add or deduct for each wire line over basic item Mtr. 13.00 1162 9.34 Add or deduct for additional or less higher per 10 Cm.over basic Mtr 5% item163 9.35 Extra for using galvanized barbed wire instead of blackbarbed wire. Mtr. 5% Each wire 9.35.1 Add Extra ifbarbed wire fencing is done on wall upto height of Mtr.5% 3.00 Mtr.164 9.36 Supplying and fixing of chain link fencing with angle ironposts 50x50x6mm placed at every 3 Mtr. apart 30cm inground embedded in cement concrete 1:3:6(30x30x45cm) corner and every tenth post to be struttedwith (50 x 50 x 6cm) angle iron provided and fixed andfitted with posts including earth work in excavation etc.complete with chain link size.165 9.36.1 50mm x 50mm x 3.15mm Sqm. 692.00 1166 9.36.2 75mm x 15mm x 3.15mm Sqm. 622.00 1167 9.36.3 100mm x 100mm x 3.15mm Sqm. 573.00 1168 9.36.4 150mm x 150mm x 3.15mm Sqm. 528.00 1169 9.37 Providing and fixing concertina coil fencing withrequired dia 610 mm (having 15 nos. round per 6 metrelength) up to 3m height of wall with existing angle ironY shaped placed 2.4 m or 3.00 m apart and with 9horizontal R.B.T. stud tied with GI staples and GI clips toretain horizontal including necessary bolts or GI barbedwire tied to angle iron all complete as per direction ofEngineer In Charge with reinforced barbed tape(R.B.T.)/Spring core(2.5 mm thick) wire of high tensilestrength of 165 kg/sq.mm with tape (0.52 mm thick) andweight 43.478 gm/metre (Cost of MS angle, CC blockshall be paid extra)Mtr. 293.00 1170 9.39 Providing and fixing of double leaf steel shutter forcupboard, the frame is made of pressed steel ISI section80x25 mmx 1.25 mm thick with 1.00 mm MS sheet tospot welded including holdfasts of 15x3mm, MS oxidizedfittings such as butt hinges, sliding doors bolts, handles,tower bolts, lock and twin peg etc complete includingapplying priming coat of approved steel primer of redoxide zinc chromate and spray painting in approved shadewith deco paint of approved quality complete as perdirection of Engineer In ChargeSqm 4,285.00 1171 10.16 Stone slab roofing on ground floor with fine grained stoneslab from approved quarry including filling of joints ofparapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3complete asper specification and instruction of EngineerIn ChargeSqm. 1,813.00 1172 10.17 Grading roof for water proofing treatment with waterproffing compound 10.17.1 Cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) 10.17.2 Cement mortar 1:3 (1 cement : 3coarse sand) Cum 6425.00 10.17.3 Cement mortar 1:4(1cement : 4 coarse sand) Cum 5348.00Cum 4,931.00 1173 10.18 Providing and laying brick kharanja on roofs with cementmortar 1:4 (1 cement : 4 coarse sand) mixed with 2%integral water proofing compound in square pattern10.18.1 75mm to 100mm thick average 10.18.2 55mm to60mm thick average Sqm 276.00Sqm 305.00 1174 10.19 Providing and laying brick tiles of class designation 100over roofs grouted with cement mortar 1:3 (1 cement : 3fine sand) mixed with 2% of integral water proofingcompound by weight of cement, over a 12 mm layer ofcement mortar 1:3 ( 1 cement : 3 fine sand ) and finishedneat .Sqm 394.00 1175 10.20 Providing and fixing 20 mm thick precast terrazo tiles ofapproved make, with marble chips of size upto 6mm laidover roof with neat cement slurry mixed with pigment tomatch the shade of the tiles, including cutting ,grindingrubbing with machine complete on 20 mm thick bed ofcement sand mortar 1 : 4.Sqm 385.00 1176 10.21 Providing and laying integral cement based waterproofing treatment including preparation of surface asrequired for treatment of roofs, balconies, terraces etcconsisting of following operations. (a) Applying andgrouting a slurry coat of neat cement using 2.75 kg/sqm.of cement admixed with proprietary water proofingcompound conforming to IS. 2645 over the RCC slabincluding cleaning the surface before treatment. (b)Laying cement concrete using broken bricks/brick bats 25mm to 100mm size with 50% of cement mortar 1:4 (1cement : 4 coarse sand) admixed with proprietary waterproofing compound conforming to IS : 2645 over 20 mmthick layer of cement mortar of mix 1:4 (1 cement :4coarse sand ) admixed with proprietary water proofingcompound conforming to IS : 2645 to required slope andtreating similarly the adjoining walls upto 300 mm heightincluding rounding of junctions of walls and slabs. (c)After two days of proper curing applying a second coat ofcement slurry admixed with proprietary water proofingcompound conforming to IS : 2645. (d) Finishing thesurface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with proprietarywater proofing compound conforming to IS : 2645 andfinally finishing the surface with trowel with neat cementslurry and making of 300x300xmm square (e) The wholeterrace so finished shall be flooded with water for aminimum period of two weeks for curing and for finaltest. All above operations to be done in order and asdirected and specified by the Engineer-in-Charge. WithSqm 520.00 1177 10.22 Providing gola 75x75 mm in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 stone aggregate 10mm anddown gauge) including finishing with cement mortar 1:3(1 cement : 3 fine sand) as per standard design :Mtr. 122.00 1178 10.23 Making khurras 450 x 450mm with average minimumthickness 50mm cement concrete 1 : 2:4 over P.V.C.Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mmcement plaster 1 : 3 and one coat of neat cement,rounding edges and making and finishing the out letcomplete.Each 169.00 1179 10.24 Providing & laying broken glazed titles on roof (brokenglazed tiles not less than 9 Kg/Sqm) on top of hot bitumen@ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and0.30 Kg/Sqm. of VG-10 (80/100) grade) and joints filledwith cement mortar 1 :2 (1 cement:2 marble dust mixedwith water proofing compund all complete as perdirection of Engineer-in-charge.Sqm 349.00 1180 11.12 Crazy marble stone flooring 20mm thick marble stonewith black or of specified colour topping including fillingthe gaps with cement marble chips mix in proportion of 4: 7 (4cement : 7 white black or white or black marblechips) size from 1mm to 4mm by volume and under layerof 25mm thick cement concrete [1:2:4, graded stoneaggregate 12.5mm nominal size] rubbing and polishingand cement slurry etc. complete : In ordinary cement.Sqm 637.00 1181 11.13 Precast terrazo tiles of approved make, 20mm thick withmarble chips of size upto 6mm laid in floors, and landing,jointed with neat cement slurry mixed with pigment tomatch the shade of the tiles, including rubbing andpolishing complete on 20mm thick bed of cement sandmortar 1 : 4.182 11.13.1 Light shade using white cement. Sqm 596.00 1183 11.13.2 Medium shade using approximately 50% white cementand 50% ordinary cement.Sqm 604.00 1184 11.13.3 Dark shade using ordinary cement. Sqm 520.00 1185 11.13.4 Ordinary cement without any pigment. Sqm 587.00 1186 11.14 Extra if terrazo tiles are laid in treads of steps notexceeding 30 cm in width.Sqm 35.00 1187 11.15 Precast terrazzo tiles of approved make 20mm thick withmarble chips of size upto 6mm in skirting & risers, treadsof steps and dados 12mm thick cement plaster 1:3 (1cement : 3 coarse sand) jointed with neat cement slurrymixed with pigment to match the shade of the tiles,including rubbing and polishing complete with tiles of :188 11.15.1 Light shade using white cement. Sqm 759.00 1189 11.15.2 Medium shade using approximately 50% white cementand 50% ordinary cement.Sqm 749.00 1190 11.15.3 Dark shade using ordinary cement. Sqm 739.00 1191 11.15.4 Ordinary cement without any pigment. Sqm 750.00 1192 11.16 Providing & laying Chequered terrazzo tiles of approvedmake 22mm thick with marble chips of size upto 6mm, infloors, jointed with neat cement slurry mixed wit pigmentto match the shade of tiles including rubbing andpolishing complete in all respect as per specification, on28mm thick bed of C.M. 1:4 :193 11.16.1 Light shade using shade cement. Sqm 752.00 1194 11.16.2 Medium shade using approximately 50% white cementand 50% ordinary cement.Sqm 751.00 1195 11.16.3 Dark shade using ordinary cement. Sqm 680.00 1196 11.16.4 Ordinary cement without any pigment. Sqm 626.00 1197 11.17 Chequerred precast cement concrete tiles 22 mm thick infootpath & courtyard jointed with neat cement slurrymixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bedof cement mortar 1:4 (1 cement : 4 coarse sand)198 11.17.1 Light shade using shade cement. Sqm 628.00 1199 11.17.3 Dark shade using ordinary cement. Sqm 575.00 1200 11.17.4 Ordinary cement without any pigment. Sqm 520.00 1201 11.17.5 Add Extra for polished chequered precast cementconcrete tiles 10% over item No. 11.17.1, 11.17.2,11.17.3, 11.17.4202 11.18 Kota stone slab flooring 25 mm thick over 20 mm(average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade ofthe slab including rubbing and polishing complete withbase of cement mortar 1 : 4 (1 cement : 4 coarse sand)203 11.18.1 For area of each slab from 901 to 2000 Sq.Cm : Sqm 1,140.00 1204 11.18.2 For area of each slab from 2001 to 5000 Sq.Cm Sqm 1,228.00 1205 11.19 Kota stone slabs 25 mm thick in risers of steps, skirting,dado and pillars laid on 12 mm (average) thick cementmortar 1:3 (1 cement 3 coarse sand) and jointed with greycement slurry mixed with pigment to match the shade ofthe slabs, including rubbing and polishing complete206 11.19.1 For area of each slab upto 2001 Sqcm Sqm 1,094.00 1207 11.19.2 For area of each slab from 2001 to 5000 Sqcm Sqm 1,202.00 1208 11.20 Rough Chisel dressed Kota stone 35 mm thick flooring ofapproved shade set in pattern over 20mm thick base ofcement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match theshade of stone with joint thickness up to 15 mm completein all respects :Sqm 752.00 1209 11.22 Fine dressed & machine cut edges 30-35 mm thicksandstone flooring over 20 mm (average) thick base of cementmortar 1:4 (1 cement : 4 coarse sand) jointed grey cementslurry mixed with pigment to match the shade of stonecomplete as per design drawing and instruction of EI.210 11.22.1 Red sand stone (Karauli stone) Sqm 928.00 1211 11.22.2 Pink sand stone (Bansi Paharpur stone) Sqm 1,060.00 1212 11.22.3 Mandana stone Sqm 1,060.00 1213 11.23 Fine grinded Gangsaw cut 30-35 mm thick stone flooringover 20 mm (average) thick base of cement mortar 1:4 (1cement :4 coarse sand) jointed grey cement slurry mixedwith pigment to match the shade of stone complete as perdesign drawing and instruction of EI.214 11.23.1 Red sand stone (Karauli stone) Sqm 990.00 1215 11.23.2 Pink sand stone (Bansi Paharpur stone) Sqm 1,124.00 1216 11.23.3 Mandana stone Sqm 1,124.00 1217 11.24 Extra for pre finished nosing in treads of steps of Kotastone/ sand stone slab.Sqm 86.00 1218 11.25 Extra for Mirror polishing on terrazzo/Kota stone workwhere ever required to give high gloss finish complete.Sqm 145.00 1219 11.26 Random rubble dry stone Kharanja under floor. Cum 1,118.00 1220 11.44 Providing & Laying Tactile tile (for vision impairedpersons is standard of size 300x300x20mm andconfirming to IS 1231 of 1980 (Re affirmed in 2006) inall colours & sheds further product should confirmASTM 303 for shad resistance and DIN51099 for colourfastness etc. laid on 20mm thick base of cement mortar1:4 (1 cement : 4 course sand) in all shapes & patternsincluding grouting the joint which white cement mixer)will matching pigments etc complete is per direction ofEngineer-in-charges. Grade M 30Sqm 1,412.00 1221 12.1 Plaster on new surface on wall in cement sand mortar 1:3including racking of joints etc. complete fine finish :222 12.1.2 20mm thick Sqm 253.00 1223 12.1.3 12mm thick Sqm 197.00 1224 12.2 Plaster on new surface on walls in cement sand mortar 1:4including racking of joints etc. complete fine finish :225 12.2.2 20mm thick . Sqm 242.00 1226 12.2.3 12mm thick . Sqm 196.00 1227 12.3 Plaster on new surface on walls in cement sand mortar 1:6including racking of joint etc. complete fine finish :1228 12.3.2 20mm thick. Sqm 228.00 1229 12.3.3 12mm thick. Sqm 192.00 1230 12.4 Plaster on new surface on walls in cement sand mortar 1:8including racking of joint etc. complete fine finish :231 12.4.2 20mm thick. Sqm 197.00 1232 12.4.3 12mm thick. Sqm 168.00 1233 12.5 6 mm thick cement plaster to ceiling of mix 1:3 (1cement: 3-fine sand)Sqm. 167.00 1234 12.9 Rough cast plaster upto 10m height above ground levelwith a mixture of sand and gravel or crushed stone from6mm to 10mm nominal size dashed over and includingthe fresh plaster in two layers, under layer 12mm cementplaster 1:4 (1 cement : 4 coarse sand) and top layer 10mmcement plaster 1:3 (1 cement : 3 fine sand) mixed with10% finely grounded hydrated lime by volume of cement.Ordinary cement finish using ordinary cementSqm 374.00 1235 12.10 Pebble dash plaster upto 10m height above ground levelwith a mixture of washed pebble or crushed stone 6mm to12.5mm nominal size dashed over and including freshplaster in two layers under layer 12mm cement plaster 1:4(1 cement : 4 coarse sand) and top layer 10mm cementplaster with cement mortar 1:3 (1 cement : 3 fine sand)with 10% finely grounded hydrated lime by volume ofcementSqm 355.00 1236 12.11 Washed stone grit plaster on exterior walls of height upto10 M. above level in two layers, under layer 12mmcement plaster 1:4 (1 cement : 4 coarse sand ) furrowingthe under layer with scratching tool, applying cementslurry on the under layer @ 2kg of cement per sqm, toplayer 15 mm cement plaster 1:1/2:2 ( 1 cement : 1/2coarse sand : 2 stone chipping size 10 mm nominal size)in panel with groove all around as per approved patternincluding scrubbing and washing, the top layer withbrushes and water to expose the stone chipping, completeas per specification and direction of Engineer in charge.(Payment for providing grooves shall be made separately)Sqm 561.00 1237 12.22 Providing and applying white cement based putty overplastered surface to prepare the surface even and smoothcomplete238 12.22.1 New Plastered Surface (three or more coats) Sqm 92.00 1239 12.22.2 Old Plastered Surface (two or more coats) Sqm 51.00 1240 12.37 Distempering with oil bound washable distemper ofapproved brand and manufacture to give an even shadeincluding all scaffolding:241 12.37.1 New work (two or more coats) over and includingscrapping and priming coat with cement primer.Sqm 83.00 1242 12.37.2 Old work (one or more coats) including scrappingsurfaceand necessary repairs243 a Colour Change Sqm 45.00 1244 b Same colour Sqm 40.00 1245 12.38.1 Distempering with 1st quality acrylic washable distemper(ready mixed) of approved manufacturer and of requiredshade and colour completeincluding all scaffolding as permanufacturers specification. Two or more coats on newwork including prepartion of base with primer, putty,lippy etc complete in all respectSqm 80.00 1246 12.38.2 Old work (one or more coats) including scrapping surfaceand necessary repairs.Sqm 40.00 1247 12.40 Wall painting with plastic emulsion paint of approvedbrand and manufacture to give an even shade includingall scaffolding:248 12.40.1 Two or more coats on new work including prepartion ofbase with primer, putty, lippy etc complete in all respect.Sqm 88.00 1249 12.40.2 Old work (One or more coats ) Sqm 44.00 1250 12.41 Finishing wall with water proofing cement paint ofapproved brand and manufacture and or required shade togive an even shade including all scaffolding:251 12.41.1 New work (Two or more coats applied @ 3.84 kg/10sqm).Sqm 58.00 1252 12.41.2 Old work (One or more coats). Sqm 22.00 1253 12.42 Finishing walls with Acrylic Smooth exterior paint ofrequired shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including base coat of water proofing cementpaint applied @ 2.20 kg/ 10 sqm ).Sqm 95.00 1254 12.43 Painting exterior surface of Wall with 100% acrylicexterior paint of approved brand and manufacture to givean even shade with two or more coats includingprepartion of base with sand papering, primer, putty, etccomplete in all respect including scaffolding and safetyprovision255 12.43.1 New Work Sqm 135.00 1256 12.43.2 Old Work Sqm 55.00 1257 12.46 Painting with synthetic enamel paint of approved brandand manufacture to give an even shade :258 12.46.1 Two or more coats on new work Sqm 76.00 1259 12.46.2 One or more coats on old work. Sqm 37.00 1260 13.1 Repairs to plaster of thickness 12mm to 20mm in patchesof area 2.5 sq. metres and under including cutting thepatch in proper shape, raking out joints and preparing andplastering the surface of the walls complete includingdisposal of rubbish to the dumping ground within 50 mlead : With cement mortar 1 :4 ( 1 cement : 4 coarse sand)Sqm 259.00 1261 13.2 Fixing chowkhats in existing opening includingembedding chowkhats in floors or walls cutting masonryfor holdfasts embedding hold fasts in cement concreteblocks with cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominaalsize)painting two coats of coal tar to sides of chaukhatsand making good the damages to walls and floors asrequired complete including disposal of rubbish to thedumping ground within 50 metres lead262 13.2.1 Door chowkhats Each 677.00 1263 13.2.2 Window chowkhats Each 421.00 1264 13.3 Making the opening in masonry including dismantling infloor or walls by cutting masonry and making good thedamages to walls, flooring and jambs complete to matchexisting surface i/c disposal of mulba/rubbish to thenearest municipal dumping ground.Fordoor/windows/clerestory windowsSqm 492.00 1265 13.4 Renewing glass panes, with putty and nails wherevernecessary:266 13.4.1 Float glass panes of thickness 4 mm Sqm 679.00 1267 13.4.2 Float glass panes of thickness 5 mm Sqm 839.00 1268 13.5.1 4mm thick plain glass panes. Sqm 842.00 1269 13.5.2 5mm thick plain glass panes. Sqm 1,003.00 1270 13.6 Renewing glass panes and refixing existing wooden fillets:271 13.6.1 4mm thick plain glass panes. Sqm 700.00 1272 13.6.2 5mm thick plain glass panes. Sqm 858.00 1273 13.8 Renewal of old putty of glass panes (length) Rm 20.00 1274 13.9 Refixing old glass panes with putty and nails Sqm 234.00 1275 13.10 Fixing old glass panes with wooden fillets (Excludingcost of fillets)Sqm 194.00 1276 13.11 Providing and fixing 16 mm M.S. Fan clamps of standardshape and size in existing R.C.C. slab including cuttingchase and making good and painting exposed portion ofthe clamps complete.Each 237.00 1277 13.12 Repair to stone masonary in cement sand mortar 1:6 withold and new stone.Sqm 350.00 1278 13.13 Repair to brick masonary in cement sand mortar 1:6 withnew brick.Sqm 389.00 1279 13.14 Cement plaster 1:3 under old stone slabs with admixture(gur,nails,binding wire to mesh and scraping scales &dressing joints of slabs complete.280 13.14.1 Proofing upto 25 mm thickness. Sqm 317.00 1281 13.14.2 Proofing above 25 mm thickness& upto 60 mm thickness Sqm 505.00 1282 13.15 Patch repair to cement concrete floor including diggingout old floor in regular shape and removal of rubbishcuring etc. complete in all respects.Sqm 349.00 1283 13.18 Replacing broken roofing slab in patches including limeterrace, ceiling plaster etc. including removal of brokenslabs.Sqm 2,028.00 1284 13.19 Making holes in stone masonry wall upto 450 mm x 450mm size and making good in CM 1:6.Each 200.00 1285 13.20 Grinding of existing floor with286 13.22 Providing and fixing double scaffolding system on theexterior side, upto five story made with 4 woodenmember 1.5 m c/c horizontal and vertical direction joiningwith rassi, clamps, challies. The scaffolding system shallbe stiffened with bracing, runner, connection of buildingif necessary with all essential safty features for theworkmen etc complete as per direction of EI.The lavationarea of the scaffolding shall be measured for payment.The payment will be made once irrespective of durationof scaffolding.Note : This item to be used for maintencework judicallySqm. 178.00 1287 13.23 Repair of existing steel glazed doors, windows andventilator, MS sheet door, garge doors, compound wallgates etc. by welding drilling complete include. Cost ofwelding rods and hire charge of welding meachine andTP etc completeSqm. 365.00 1288 13.24 Labour charges for repair to door / window without usingany material such as applying randha (finishing)tightening of bolts & screw etc.Sqm. 242.00 1289 13.29 Repair to damaged RCC slabs, beams and columns etc forstrengtheing with cement mortar 1 : 2 in following stepsi)Choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete withwire brush and sand papering , cleaning of concretesurface with water as necessary and getting dried.ii)Applying Epoxy primer on the exposed steel bars.iii)Applying Epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel barswith brush.iv)Speading dry cement mortar 1 : 2 mix overepoxy treated wet surface and allow it to dry for oneday.v) Plastering the surface with cement sand mortar 1 :3 upto depth of 30mm complete.vi) Cure the plasteredsurface for 15 days All work including scaffolding etc.complete in all respect.Sqm 1,725.00 1290 13.30 Replacement of stone Chajja with sriwan in damagedportion as per existing thickness and width in CM 1 : 3with removal of old damaged pieces of chajja includingtop plaster of chajja and bottom pointing in CM 1 : 3 withscoffolding upto Ground floor level as per direction ofEngineer in chargeSqm 3,102.00 1291 13.30.1 Add Extra for each additional floor Sqm 290.00 1292 13.31 Repair to damaged cement plaster of stone chajja withCM 1 : 3 of required thickness on top & bottom as perexisting pattern and making patta etc complete up to threefloor level as per direction of Engineer in chargeincluding all necessary scoffolding etcSqm 696.00 1293 13.32 Mechanised cleaning of storage tanks comprises offollowing 6 stage as mentioned below: 1. Mechanicaldewatering 2. Desalting removal of leftover dirty waterand sludge with sludge pump 3. Cleaning of wall, ceilingand floor by high pressure water jet with help ofequipments which creates a pressure of 100-150 bar 4.Removal of remaing sludge from floor with the help ofindustrial vacuum cleaner. 5. Spraying of non toxic, biodegradable ecofriendly and bacterial agent certified by agovt approved laborary to disinfect the tank from allharmfull pathogens. The dose should be safe as per theUECD guidelines & 23 adopted on 17 th december 2001.6. Treatment of inside tank by exposing UV radiation tokill further suspended or floating bacteria if any294 13.32.1 Upto 500 ltr. Ltr. 0.40 1295 13.32.2 Above 500 ltr. to 1000 Ltr. Ltr. 0.35 1296 13.32.3 Above 1000 ltr. Ltr. 0.30 1297 13.33 Repair of door, window shutters including cost ofmaterial and labour for change of damaged : (a) Style /rail of teak wood 30mm thick/ Aluminium Section (i)4wide (ii) 6 wide Rmt. 294.00 (b) Panel by 0.00 (i)Shuttering Ply - 9mm thick (Commercial) Sqm. 658.00(ii) Wire Gauge 14 mesh x 24 gauge Sqm. 587.00 (iii)Plain Glass Panes 4mm thick Sqm. 474.00 (c) Aldrop ofmild Steel 0.00 (i) 12 long x12mm dia Each 162.00 (ii)8 long x 10mm dia Each 117.00 (d) Stopper ofAluminium with 0.00 (i) Single Rubber Gutka Each 36.00(ii) Double Rubber Gutka Each 52.00 (e) Door Springs ofmild Steel Each 176.00 (f) Steel Hinges 0.00 (i) ForWooden Chowkhat 3 size. Each 26.00 (ii) For WoodenChowkhat 4 size Each 37.00 (iii) For Stone Chowkhat,4size Each 32.00 (g) Mild Steel Tower Bolt 6 longEach 43.00 (h) Steel Locking Bolt Each 58.00 (i) SteelHandle 6 size Each 26.00Rmt. 293.00 1298 13.34 Making of hole in R.C.C. slab/wall/beams and masonarywall (width up to 450 mm) by core cutting machinecomplete as per direction of EI299 13.34.1 From diameter 100mm to 150mm Nos 1,218.00 1300 13.34.2 Diameter above 150mm Nos 1,829.00 1301 14.1 Demolishing lime concrete manually/ by mechanicalmeans and disposal of material within 50 metres lead asper direction of Engineer-in-charge.Cum 279.00 1302 14.2 Demolishing cement concrete manually/ by mechanicalmeans including disposal of material within 50 metreslead as per direction of Engineer-in-charge.303 14.2.1 1: 3: 6 or richer mix. Cum 701.00 1304 14.2.2 1: 4: 8 or leaner mix. Cum 432.00 1305 14.3 Demolishing R.C.C. work manually/ by mechanicalmeans including stacking of steel bars and disposal ofunserviceable material within 50 metres lead as perdirection of Engineer-in-charge.Cum 1,023.00 1306 14.4 Demolishing R.B. work manually/ by mechanical meansincluding stacking of steel bars and disposal ofunserviceable material within 50 metres lead as perdirection of Engineer-in-charge.Cum 915.00 1307 14.5 Extra for cutting reinforcement bars manually/ bymechanical means in R.C.C. or R.B. work (Payment shallbe made on the cross sectional area of R.C.C. or R.B.work) as per direction of Engineer-in-chargeSqm 349.00 1308 14.6 Extra for scrapping, cleaning and straighteningreinforcement from R.C.C. or R.B. workKg 2.00 1309 14.7 Demolishing brick work manually/ by mechanical meansincluding stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as perdirection of Engineer-in-charge.310 14.7.3 In cement mortar. Cum 592.00 1311 14.8 Removing mortar from bricks and cleaning bricksincluding stacking within a lead of 50 meters (stacks ofcleaned bricks shall be measured):312 14.8.3 From brick work in cement mortar. Nos. 1000 2,039.00 1313 14.9 Demolishing stone rubble masonry manually/ bymechanical means including stacking of serviceablematerial and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge:314 14.9.1 In lime mortar. Cum 333.00 1315 14.9.2 In cement mortar. Cum 705.00 1316 14.10 Dismantling dressed stone work ashlar face stone work,marble work or precast concrete work manually/ bymechanical means including stacking of serviceable anddisposal of unserviceable material within 50 metres leadas per direction of Engineer in charge :317 14.10.2 In cement mortar. Cum 826.00 1318 14.11 Removing mortar from stones and cleaning stones andconcrete articles including stacking (net quantity of stacksof cleaned materials will be measured):319 14.11.2 Cement mortar. Cum 204.00 1320 14.12 Dismantling doors, windows and clearstory windowssteel or wood shutter including chowkhats and holdfastsetc. complete and stacking within 50 meters lead:321 14.12.1 Of area 3 square meter and below. Each 116.00 1322 14.12.2 Of area exceeding 3 square meter. Each 158.00 1323 14.13 Taking out doors, windows and clearstory windowsshutters (steel or wood) including stacking within 50meters lead: 14.13.1 Of area 3 square meter and below.14.13.2 Of area exceeding 3 square meter. Each 61.00Each 46.00 1324 14.17 Dismantling steel work in single sections includingdismembering and stacking within 50 meters lead in:14.17.1 R.S. joists. 14.17.2 Channels, angles, tees & flats.Kg 1.00Kg 1.00 1325 14.18 Dismantling steel work in built up sections in angles, tees,flats and channels including all gusset plates, bolts, nuts,cutting rivets, welding etc. including dismembering andstacking within 50metres lead.Kg 2.00 1326 14.19 Dismantling steel work manually/ by mechanical meansin built up sections without dismembering and stackingwithin 50 metres lead as per direction of Engineer-incharge.Kg 1.00 1327 14.23 Dismantling tile work in floors and roofs laid in cementmortar including stacking of serviceable material anddisposal of unserviceable material within 50 meter lead:14.23.1 For thickness of tiles 10mm to 25mm. 14.23.2For thickness of tiles 25mm to 40mm. Sqm 37.00Sqm 22.00 1328 14.24 Dismantling dry brick pitching in floors drains etc.including stacking of serviceable material and disposal ofunserviceable material within 50 meters lead.Cum 377.00 1329 14.25 Dismantling stone slab/ terrazo chip flooring laid incement mortar including stacking of serviceable materialand disposal of unserviceable material within 50 meterslead.Sqm 88.00 1330 14.26 Dismantling brick tiles covering in terracing includingstacking of serviceable material and disposal ofunserviceable material within 50 meters lead.Sqm 37.00 1331 14.28 Dismantling roofing including ridges, hips, valleys andrafters etc. and stacking the within 50 meter lead of:332 14.28.1 G.I. Sheet. Sqm 53.00 1333 14.28.2 Asbestos Sheet. Sqm 25.00 1334 14.29 Dismantling stone slab roofing over wooden karries andbattens (dismantling karries and battens to be paid forseparately) including stacking of serviceable material anddisposal ofunserviceable material within 50 meter lead:Cum 770.00 1335 14.40 Dismantling precast concrete or stone slabs in wallpartitions etc. including stacking within 50 meter lead:14.40.1 Thickness up to 40mm. 14.40.2 Thickness 40mmup to 75mm Sqm 129.00Sqm 85.00 1336 14.41 Dismantling CI or asbestos rain water pipe with fittingand clamps including stacking within 50 meter lead:14.41.1 Up to 80mm dia pipe. 14.41.2 100mm dia pipe.Mtr. 21.00 14.41.3 150mm dia pipe. Mtr. 22.00Mtr. 21.00 1337 14.42 Dismantling tar felt over roofing complete includingstacking of serviceable material and disposal ofunserviceable material within 50-meter lead.Sqm 25.00 1338 14.43 Dismantling GI pipes (external work) includingexcavation and refilling trenches after taking out the pipesand including stacking of pipes within 50 meter lead:14.43.1 15mm to 40mm nominal bore. 14.43.2 Above40mm nominal bore. Mtr. 52.00Mtr. 45.00 1339 14.44 Dismantling CI pipes including excavation and refillingtrenches after taking out the pipes, breaking lead caulkedjoints, melting of lead and making into block, includingstacking of pipes lead at site within 50 meter, of dia:14.44.1 Up to 150mm dia. 14.44.2 Above 150mm dia. upto 300mm dia. Mtr. 162.00 14.44.3 Above 300mm dia.Mtr. 217.00Mtr. 120.00 1340 14.45 Dismantling steel cylinder, R.C. pipes etc. includingexcavation and refilling trenches after taking out thepipes, breaking lead caulked joints, melting of lead andmaking into blocks including stacking of pipes, within alead of 50 meter, of dia: 14.45.1 Up to 600mm dia.14.45.2 Above 600 mm dia. Mtr. 547.00Mtr. 217.00 1341 14.46 Dismantling asbestos cement pressure pipes includingexcavation and refilling trenches after taking out thepipes, and stacking the same within a lead of 50 meter, ofdia: 14.46.1 Up to 150mm. 14.46.2 Above 150mm. Mtr.116.00Mtr. 95.00 1342 14.47 Taking out CI cover with frame from stone slab / RCCslab of inspection chambers of various sizes includingdismantling of stone slab / RCC slab roofing and stackingof useful materials near the site and disposal ofunserviceable materials within 50- meter lead.Each 206.00 1343 14.48 Taking out C.I. cover with frame from stone slab / RCCslab of manholes of various sizes including dismantling ofstone slab / RCC slab roofing and stacking of usefulmaterials near the site and disposal of unserviceablematerials within 50-meter lead.Each 121.00 1344 14.49 Dismantling of RCC spun vent shaft including excavatingthe cement concrete pit completely, taking out the shaft,refilling the excavated gap stacking the useful materialnear the site and disposal of unserviceable materialswithin 50 meter lead.Each 1,398.00 1345 14.50 Dismantling of gully chamber of various sizes includingCI grating with frame including stacking of usefulmaterials near the site and disposal of unserviceablematerial within 50 meter lead including refilling the gap.Each 281.00 1346 14.52 Dismantling of CI sluice valve including stacking ofuseful materials within a lead of 50 meter: 14.52.1 Up to150mm dia. 14.52.2 Above 150mm dia. Each 388.00Each 109.00 1347 14.53 Dismantling of spindle fire hydrant including stacking ofuseful material within 50 meter lead.Each 234.00 1348 14.54 Dismantling of cement concrete platform along withcurtain walls and base concrete etc. including stacking ofuseful materials near the site and disposal ofunserviceable materials within 50 metres lead : 14.54.1Upto 1.44 Sqm 14.54.2 Above 1.44 Sqm to 2.52 SqmSqm 508.00 14.54.3 Above 2.52 Sqm to 3.84 Sqm Sqm762.00Sqm 342.00 1349 14.55 Dismantling old plaster or skirting, raking out joints andcleaning the surface for plaster including disposal ofrubbish to the dumping ground within 50 meter lead.Sqm 17.00 1350 14.56 Dismantling CC jali including cost of making grooves inplaster and making good and including disposal ofunserviceable surplus material and stacking of serviceablematerial with in 50 meters lead as directed by Engineer-incharge. .Sqm 88.00 1351 14.57 Removing aluminium/Gypsum partitions, doors,windows, fixed glazing and false ceiling includingdisposal of unserviceable material and stacking ofserviceable material with in 50 meters lead as directed byEngineer-in-charge.Sqm 19.00 1352 14.58 Making of hole (width up to 150 mm) in R.C.C.slab/wall/beams by power driven drilling machinecomplete as per direction of EI 14.58.1 upto 150mm thickEach 194.00 1353 15.1 Providing and laying water proofing treatment to verticaland horizontal surfaces of depressed portions of W.C.,kitchen and the like consisting of : (i) Ist course ofapplying cement slurry @ 4.4 Kg/sum mixed with waterproofing compound conforming to IS 2645 inrecommended proportions including rounding offjunction of vertical and horizontal surface. (ii) IInd courseof 20mm cement plaster 1:3 (1 cement: 3 coarse sand)mixed with water. proofing compound in recommendedproportion including rounding off junction of vertical andhorizontal surface.. (iii) IIIrd course of applying blown orresidual bitumen applied hot at 1.7 Kg per sqm. of area.iv) IVth course of 400 micron thick PVC sheet .(Overlapsat joints of PVC sheet should be 100 mm wide and pastedto each other with bitumen @ 1.7 Kg/sqm.)Sqm. 564.00 1354 15.2 Providing and Placing in position suitable PVC waterstops conforming to IS:12200 for construction/ expansionjoints between two RCC members and fixed to thereinforcement with binding wire before pouring concreteetc. complete :355 15.2.1 Serrated with central bulb (225 mm wide, 8-11 mm wide) Rm 876.00 1356 15.2.2 Dumb bell with central bulb (180 mm wide, 8 mm wide) Rm 506.00 1357 15.2.3 Kickers (320 mm wide, 5 mm thick) Rm 519.00 1358 15.3 Providing and laying water proofing treatment in sunkenportion of WCs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consistingof applying : a) first layer of slurry of cement @ 0.488kg/sqm mixed with water proffing cement [email protected] kg//sqm .This layer will be allowed to air cure for4 hours. b) Second layer of slurry of cement @ 0.242kg/sqm mixed with water proffing cement compound @0.126 kg/sqm This layer will be allowed to air cure for 4hours followed by water curing for 48 hours. The ratesincludes preparation of surface treatment & sealing of alljoints ,corners, junction with polymer mixed slurry.Sqm. 303.00 1359 15.4 Providing and laying water proofing treatment on roofs ofslabs by applying cement slurry mixed with waterproofing cement compound consisting of applying : a)after surface preparation, first layer of slurry of cement @0.488 kg/sqm mixed with water proffing cementcompound @ 0.253 kg/sqm.b) laying second layer ofFiber glass cloth when the first layer is still green .Overlaps of joints of fiber cloth should not be less than 10cm .c) Third layer of 1.5 mm thickness consisting ofslurry of cement @ 1.289 kg/sqm mixed with waterproffing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for4 hours followed by water curing for 48 hours. The entiretreatment will be taken upto 30cm on parapet wall andtucked into groove in parapet all aroundd) fourth andfinal layer of brick tiling ‘with cement mortar or any otherapproved protective coarse. (which will be paid forseparately) For the purpose of measurement the entiretreated surface will be measuredSqm. 299.00 1360 15.5 Providing and laying four courses water proofingtreatment with bitumen felt over roofs consisting of firstand third courses of blown bitumen 85/25 or 90/15conforming to IS : 702 applied hot 1.45Kg. per squaremeter of area for each course, second course of roofingfelt type 3 grade –I (Hessian based self finished bitumenfelt )and fourth and final course of stone grit 6mm anddown size of pea sized gravel spread at 6cubes diameterper square meter including preparation of surface, butexcluding grading, complete with Bitumen felt (Hessianbase) type 3 grade - I conforming to : 1322.Sqm. 389.00 1361 15.6 Providing and laying six courses water proofing treatmentwith bitumen felt over roofs consisting of first, third andfifth course of blown bitumen 85/25 or 90/15 conformingto IS : 702 applied hot @ @ 1.45 ,1.20 and 1.45 Kg persqm. of area respectively second and fourth courses ofroofing felt type 3 grade-I conforming to IS 1322(Hessian based self finished bitumen felt) conforming toIS 1322 and sixth and final course of stone grit 6mm anddown size of pea sized gravel spread at 6 cubic dm. persquare metre including preparation of surface butexcluding grading complete .Sqm. 603.00 1362 15.7 Providing and laying six courses water proofing treatmentwith bitumen felt over roofs consisting of first, third andfifth courses of blown or/and residual bitumen applied hotat 1.45, 1.20 and 1.70 Kg. per Sqm. of area respectivelysecond and fourth courses of roofing felt type 2 grade-I(fiber base self finished bitumen felt) and sixth and finalcourse of stone grit 6mm and down size or pea sizedgravel spread at 8cu.dm per sqm including preparation ofsurface excluding grading complete confirming to IS :1322 and 1346.Sqm. 655.00 1363 15.8 Providing and laying six courses water proofing treatmentwith bitumen felt over roofs consisting of first, third andfifth courses of blown or/and residual bitumen applied hotat 1.45, 1.20 and 1.70Kg. per Sqm of area respectivelysecond and fourth courses of roofing felt type 2 grade 2(fiber base self finished bitumen felt) and sixth and finalcourse of stone grit 6mm and down size of pea sizedgravel spread at 8cu.dm per sqm including preparation ofsurface excluding grading complete confirming to IS :1322 and 1346.Sqm. 655.00 1364 15.9 Supplying and applying bituminous solution primer onroofs or on wall surface at 0.24 liter per sqm.Sqm. 25.00 1365 15.10 Deduct for omitting in water proofing treatment finalcourse of spreading stone grit 6mm. and down size of peasized gravel :366 15.10.1 At 6dm3 per Sqm. Sqm. 11.00 1367 15.10.2 At 8dm3 per Sqm. Sqm. 13.00 1368 15.11 Providing and laying APP (Atactic PolypropylenePolymer) modified prefabricated five layer 3mm thickwater proofing membrane, black finished reinforced withglass fibre matt consisting of a coat of bitumen primer forbitumen membrane @ 0.40 Itr/sq.mt. by the samemembrane manufacture of density at 25°C, 0.87-0.89kg/ltr and viscosity 70-160 cps. Over the primer coat thelayer of membrane shall be laid using Butane Torch andsealing all joints etc., and preparing the surface complete.The vital physical and chemical parameters of themembrane shall be as under Joint strength in longitudinaland transverse direction at 23°C as 650/450N/5cm. Tearstrength in longitudinal and transverse direction as300/250N. Softening point of membrane not less than150°C. Cold flexibility shall be upto -2°C when tested inaccordance with ASTM, D-5147. The laying ofmembrane shall be got done through the authorizedapplicator of the manufacturer of membrane. 3 mm thickSqm. 413.00 1369 15.12 Providing and laying APP (Atactic PolypropylenePolymer) modified prefabricated five layer 3mm thickwater proofing membrane, black finished reinforced withnon-woven polyester matt consisting of a coat of bitumenprimer for bitumen membran @ 0.40 Itr/sq.mt. by thesame membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coatthe layer of membrane shall be laid using Butane Torchand sealing all joints etc., and preparing the surfacecomplete. The vital physical and chemical parameters ofthe membrane shall be as under Joint strength inlongitudinal and transverse direction at 23°C as650/450N/5cm. Tear strength in longitudinal andtransverse direction as 300/250N. Softening point ofmembrane not less than 150°C. Cold flexibility shall beupto -2°C when tested in accordance with ASTM, D5147. The laying of membrane shall be got done throughthe authorized applicator of the manufacturer ofmembrane.3 mm thickSqm. 474.00 1370 15.13 Extra for covering top of membrane with Geotextile,120gsm non woven, 100% polyester of thickness 1 to1.25mm bonded to the membrane with intermittent touchby heating the membrane by Butane Torch as permanufactures recommendation.Sqm. 62.00 1371 15.14 Extra over items of Cement Plaster / Cement Concreteflooring / 125 gm Plain or RCC work Providing andmixing admixture of synthetic Fiber 6mm / 12mm. @ rateof 125gm. pack per 50 Kg. of Cement or in the ratio of asspecified by manufacture specification and direction ofEngineer In-charges with all leads and lifts.P Pack 63.00 1372 15.15 Supplying and providing of two components polysulphide sealant containing solid contents, confirming tostandard specification and approved compatible primer,for priming vertical faces prior to application of polysulphide sealant including all labour charges for sealingof expansion joints after drill mixing of two componentssealing compound. Cleaning and preparation of expansionjoint using wire brush sand papering with emery paperand filing with suitable mechanical means. The workincludes racking and cleaning of joints, sticking,debonding tape on bottom of joint, applying primer onedges, using masking tape on edges, providing of sealantand removal of masking tape immediately after providingsealant in joint.373 15.15.1 To vertical joint between RCC columns, bricks & stonemasonry in size 40 mm width and 12 mm depth, includingproviding back up material (Thermocoal foam) ifrequired.Mtr. 911.00 1374 15.15.2 To joints in flooring, as per drawing with first layer ofpoly sulphide sealant in size 20 mm width and 10 mmdepth over PE Foam and then providing polyethylenefoam back up rod 25 mm dia size and finally providinganother layer of poly sulphide sealant in size 20 mmwidth and 10 mm depth over P.E. back up rod as perapplication procedure and direction of Engineer-incharge.Mtr. 952.00 1375 15.16 Providing and fixing in position bitumen impregnatedfiberboard confirming to IS: 1838 in expansion jointsincluding the cost of primer sealing compound.376 15.16.1 12 mm. thick Sqm. 666.00 1377 15.16.2 18 mm. thick Sqm. 871.00 1378 15.16.3 25 mm. thick Sqm. 1,137.00 1379 15.17 Providing and fixing expansion joint board for buildingRCC column beams, walls, slab of Polyethylene foam ofdensity 30 to 35 Kg/m3 of Armour Board.380 15.17.1 20mm Thick Sqm. 458.00 1381 15.17.2 25 mm Thick Sqm. 542.00 1382 15.17.3 30 mm Thick Sqm. 619.00 1383 15.17.4 40 mm Thick Sqm. 789.00 1384 15.17.5 50 mm Thick Sqm. 837.00 1385 15.18 Providing and fixing 150 mm wide sheet covering overexpansion joints with iron screws as per design to matchthe colour / shade of wall treatment.386 15.18.1 Non-asbestos fibre cement board 6 mm thick as perIS:14862. 1Rm. 128.00 1387 15.18.2 Aluminum fluted strips 2 mm thick Rm. 450.00 1388 15.18.3 Acrylic sheet 5 mm thick Rm. 121.00 1389 15.19 Providing and filling in position bitumen sealingcompound P. Cm. grade A (IS 1834 ) in expansion joints.Width for 100mtr. lengthP.Cm. depth 713.00 1390 15.20 Providing and filling in position bitumen mix filler ofproportion 80 width per Kg. of hot bitumen, 1 Kg. ofcement and 0.25 cubic meter of coarse cm depth per 100mtr. sand for expansion joints. lengthPer cm 223.00 1391 15.21 Providing and fixing in cement sand mortar 1 : 3single/double rebated R..C. Door Window and ventilatorframes (Chowkhats) including 1% reinforcement as perdesign and concrete mix 1 : 2 : 4 cutting etc. completeincl. horns. and hold fasts :392 15.21.1 Size 75 x 50mm Mtr. 142.00 1393 15.21.2 Size 75 x 75mm Mtr. 161.00 1394 15.21.3 Size 100 x 75mm Mtr. 169.00 1395 15.21.4 Size 125 x 75mm Mtr. 182.00 1396 15.22 Extra for RC frames (Chowkhats) Curved in plan Mtr.10%397 15.23 Extra for RCC frame finishing the exposed face withterrazo Mtr. 20% (Mosaic) finish.398 15.24 Providing and fixing in cement sand mortar 1 : 4 singlepaitam (rebated) stone doors windows and ventilatorframes of approved quarry :399 15.24.4 Size 100x 75mm Mtr. 298.00 1400 15.24.5 Size 125 x 100mm Mtr. 317.00 1401 15.25 Providing and fixing in CM 1 : 4 double paitam (rebated)stone door window and ventilator frames of approvedquarry :402 15.25.1 Size 100 x 75mm. Mtr. 286.00 1403 15.25.2 Size 125 x 100mm Mtr. 347.00 1404 15.26 Providing & mixing admixture in Cement Concreteflooring/Cement Plaster/Plain or RCC work, SyntheticPolyster Triangular Construction Fiber of length6mm/12mm/18mm with specific gravity 1.34 to 1.40 anddiameter 10-40 microns and melting point>220 degrrescentigrade by using 125 gm fiber for 50 kgs cement usedas per direction of Engineer-in-charge.Kg 488.00 1405 15.27 Providing & mixing admixture in Cement Mass Concreteflooring CC Road, RCC work, Canal Lining andShotcrete Non Circular with ribbed surface StructuralSynthetic Macro Fiber 42-50mm length, specific gravityof > 1.30 and diameter 0.8 - 1.20mm and melting poing >220 degree centigrade @ 0.75% -100% by cement weightin mix as per direction of Engineer-in-charge.Kg 639.00 1406 15.28 Nano technology water proofing, thermal insulationprotection coating1407 15.29 Providing and Applying ACRYLIC emulsion polymerwaterproofing chemical coating, on over roof on overroof slabs/terrace/balconies/parapet wall etc.withfollowing method/specification:Paint the surface withregular paint brush so as to obtain approximately 0.3mmthickness coating. apply the 2nd coat next day at rightangles to the 1st coat so that total thickness of the coatingshould be approximately 0.6mm coverage by using aboveformulation will be 40 ft2/ litre of chemical. paintedsurface does not require any external water curing sincechemical will hold sufficient water for curing.After theprimer coat Apply 2 coats of modified acrylic emulsionpolymer water proofing compound having solar heatreduction properties coating @ 0.330 KG/SQM on thesurface of the interval of 3-4 hours. Undulation on thesurface is repair before the waterproofing work.Sqm 579.00 1408 15.30 Providing & applying one coat of UV resistant polymercement based waterproofing slurry coating of approvedmake and quality on concrete or plastered surface as perspecifications including preparation of surface bycleaning brushing and dust removing, filling of cracksand making the surface leak proof by mixing one part ofchemical with 2 parts of cement and 2 parts of water(covering area 1.86 Sq.M/Kg of chemical) including costof cement, labour, tools & plant, scaffolding if necessaryetc., complete as directed by Engineer in Charge. withCement Motor before application and the same will bepaid under relavent items.Sqm 268.00 1409 15.31 Providing & applying Three coat of Acrylic Water Proofmembrane having sunlight and UV resistant propertiesover waterproofing slurry coat , initial coat of 50-75micron thickness with diluting 1 part of chemical with 2parts of clean water, over which applying 2 coats at 2 Hrs.intervals each with diluting 1 part of chemical with 20%of clean water for total thickness of 400 to 450 microns(covering area 0.9 Sq.M/Kg of chemical includingpreparation of surface by cleaning, brushing and dustremoving, scaffolding if necessary etc., with contractorslabour, tools, machinery etc, complete as directed byEngineer in Charge.Sqm 535.00 1410 15.32 Providing & applying Three coat of pure Acrylic Waterbased elastomeric brush applied insulating coating onexterior surface overwaterproofing slurry coat , initialcoat of 50-75 micron thickness with diluting 1 part ofchemical with 2 parts of clean water, over which applying2 coats at 2 Hrs, intervals each with diluting 1 part ofchemical with 10% of clean water for total thickness of400 to 450 microns (covering area 0.9 Sq.M/Kg ofchemical) including preparation of surface by cleaning,brushing and dust removing, scaffolding if necessary etc.,with contractors labour, tools, machinery etc, complete asdirected by Engineer in Charge.Sqm 574.00 1411 15.33 Providing and fixing 50mm thick extruded polystyrenerigid insulation board of required size between cavitywall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI having thermal conductivity of 0.0289 W/mK as per ASTM C 578 (measured as per IS 3346),compressive strength of >350 kPa listed as per ASTM D1621, density of 34-36 kg/m3 as per ASTM D 1622,water absorptions =< 1% by volume as per ASTM D2842, oxygen index of 24.1 to 28.1 listed as per ASTM D2863, cell size 0.4 mm of dia (max) as per ASTM D3576. Fire retardent property as per DIN 4102, part 1 ofclass B2 and as per ASTm E84 class A, fixed withsuitable water based adhesive and fastener, complete inall respect as per the diretion of Engineer-in-Charge.Sqm 725.00 1412 15.34 Providing & fixing 50mm extruded polystyrene (XPS)insulation board density 36kg/m3, under or over RCCroof slab complete as per manufacturing specificationsfixed with 1% suitable water based adhesive and fastener,complete in all respect as per the direction of Engineer-inCharge.Sqm 728.00 1413 15.35 Supply and Application of Solar IR Heat ReflectiveCoating System conforming to BIS Std IS 17218:2019 forconcrete surface having minor leakage by thoroughsurface preparation to remove dust, dirt, molds etc. usingHigh Pressure WaterJet / Wire Brush etc, opening ofcracks and filling with elastomeric crack filler, thenapplying one absorption coat of UV resI tan1 elastomericcoating having min. 50% solids (i.e. Thermacool WP51/or Equivalent), followed by application ofelastomeric clear coating White Cement waterproofingcoat having min. 400% elongation and tensile strength of2.2 MPa and than top coating with 2 Coats of Solar lRHeat Reflective Coating conforming to BIS Standard IS17218:2019 (i.e. Therrnacool 0.3C/or Equivalent) ofcementitious surfaces, white colour, matt, surfacecoverage 3.25 sqm/Ltr/2 wat, dft 100- 120microns.Thework shall be done as per the directions of Engineer-incharges. water based pure acrylic, UV resistant, Solar lRHeat Reflective coating with Pull off Adhesion 2.8 Mpa,passes 2000 hrs accelerated durability test, suitable for alltypes of cementitious surfaces, white colour, matt, surfacecoverage 3.25 sqm/Ltr/2 wat, dft 100- 120microns.Thework shall be done as per the directions of Engineer-incharges.Sqm 638.00 1414 1.1 P. & F Squatting Pan (Indian type) white glazed vitreouschina 1st quality W.C. Pan (IS : 2556 Mark) with 100mm vitreous china P or S trap including cutting andmaking good the wall and floor (excluding the pair of footrest.)415 1.1.1 Size 450mm. Each 1,269.00 1416 1.1.2 Size 510 mm Each 1,383.00 1417 1.1.3 Size 580mm Each 1,453.00 1418 1.2 P & F Indian type white glazed vitreous china 1st qualityW.C. orissa pan (IS :2556 Mark) with 100 mm vitreouschina P or S trap including cutting and making good thewall and floor:419 1.2.1 Size 530x410mm. Each 3,168.00 1420 1.2.2 Size 580x440mm. Each 3,696.00 1421 1.3 P & F European type white glazed vitreous china 1stquality W.C pan (IS : 2556 Mark) with P or S trapincluding cutting and making good the wall and floorEach 2,893.00 1422 1.4 P & F European type white glazed vitreous china 1stquality Double syphonic W.C (IS :2556 Mark) with P orS trap including cutting and making good the wall andfloorEach 5,717.80 1423 1.5 P & F Universal (anglo-Indian type) white glazed vitreouschina W.C. pan 1st quality (IS 2556 Marked ) with P orStrap including cutting and making good the wall andfloorEach 4,678.20 1424 1.6 P & F European type white glazed vitreous china 1stquality W.C. (IS : 2556 Mark) including cutting andmaking good the wall and floor425 1.6.1 Wall Mounting Each 3,774.00 1426 1.6.2 Wall Mounting (extended) Each 6,299.00 1427 1.6.3 Wall Mounting (syphonic) (A) Add extra over item No.1.1 to 1.7, 1.14, 1.15, 1.19, 1.22 Each 50% ,1.23,1.38 &1.42 for using approved light coloured vitreous chinaware i.e.ivory champagne , perl , soft green , soft blue,pink, ,light grey etc. instead of white vitreouschinawares. (B) Add extra over item No.1.1 to 1.7, 1.14,1.15, 1.19, 1.22 Each 65% ,1.23,1.38 & 1.42 for usingapproved dark colored vitreous china ware i.e.Cherry Red, Dark blue, Jet black, Magenta, Burgandy instead ofwhite vitreous chinawares.Each 6,777.00 1428 1.7 P & F water closet Seat Covers with brass hingescomplete :429 1.7.1 Solid PVC (IS 2548 marked) grade-I Black for EWC. Each 517.00 1430 1.7.2 -do- White. Each 631.00 1431 1.7.3 -do- Coloured. Each 644.00 1432 1.7.4 -do- White. Each 484.00 1433 1.7.5 -do- Coloured. Each 527.00 1434 1.8 P & F C.P. lugs for toilet seat cover. Pair 119.00 1435 1.9 Labour charges for removing W.C. pan (any type) of allsizes with care including all necessary fittings P or S trap.Each 429.00 1436 1.10 P & F White glazed Conversion Bend for W.C. from Ptrap to S trap. .Each 214.00 1437 1.11 P & F vitreous china P trap of approved quality Each 258.00 1438 1.12 Add extra if C.I.P trap is used in place of Vitreous chinaP trap for W.C.Each 653.00 1439 1.13 P & F White Vitreous China Double Syphonic EuropeanW.C. (I.S:2556Mark) with mounted W.V.C. flushingcistern of (IS : 2556 Mark) of 10 litre capacity completewith all necessary internal fittings including cutting andmaking good the wall and floor.Each 13,325.00 1440 1.14 P & F lst quality WVC Urinal (IS:2556 mark) with 25mmdia G.I. waste pipe, dome waste couplings, concealed ironbrackets or screws etc complete.441 1.14.1 Flat Back (small) size 456x355x265mm. Each 2,266.00 1442 1.14.2 Flat Back (large) or half stall size 610x400x80mm. Each 5,475.00 1443 1.14.3 Mini stall size 455x385x350mm. Each 3,102.00 1444 1.15 P & F W.V.C. Urinal Partition Plate of approved standardmake of size 630x315mm including making good thewall.Each 1,379.00 1445 1.16 P&F Marble Urinal Partition slab both sides polished ofapproved design cut from marble size 900x600mm.446 1.16.1 Makrana II quality marble having light spots Each 1,061.00 1447 1.16.2 Makrana `Albeta` Marble having light streaks. Each 991.00 1448 1.16.3 Makrana `Adanga` or Raj Nagar 1St Quality White orAndhi Indo-Italian marble.Each 921.00 1449 1.17 P & F W.V.C. Half-Round Channel of approved make inC.M. 1:3, joints finished in white cement of:450 1.17.1 Size 100mm dia. Mtr. 673.00 1451 1.17.2 Size 150mm dia. Mtr. 871.00 1452 1.18 P & F W.V.C. (IS: 2556 Mark) Squatting Urinal ofstandard make complete. Including cutting & makinggood the floor:453 1.18.1 Size 450x350mm Each 1,430.00 1454 1.19 Labour charges for removing and refixing of urinals (alltype & sizes) including all necessary fittings.Each 390.00 1455 1.20 P & F Low level Flushing Cistern of 10 litres capacity (IS: 2556mark). Of approved make with complete fittingsC.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making goodthe wall:456 1.20.1 WVC with C.P. brass bend. Each 2,980.00 1457 1.20.2 PVC with PVC bend as per IS : 7231 . Each 1,549.00 1458 1.20.3 PVC with PVC bend and superior internal fittings Each 1,974.00 1459 1.20.4 WVC for symphonic EWC. Each 3,119.00 1460 1.20.5 PVC with CP brass long band. Each 1,789.00 1461 1.21 P & F Automatic Flushing Cistern of first quality (IS :774 mark) of approved make fitting, siphon with coppertube, C.I. brackets complete including cutting and makinggood the wall. WVC (as per IS : 2556) 10 litres.Each 1,310.00 1462 1.22 P & F Flush Pipe of approved make with completefittings for high level flushing cistern:463 1.22.1 G.I. `B` class (Concealed) 25mm. Each 527.00 1464 1.22.2 G.I. `B` class (Concealed) 32 mm. Each 616.00 1465 1.22.3 PVC exposed (heavy) 32mm. Each 202.00 1466 1.22.4 GI (Sheet) hot galvanized exposed (10 litres). Each 305.00 1467 1.23 P & F WVC (10 litres) low-level flushing cistern withcover.Each 870.00 1468 1.24 P & F WVC (10 litres) low-level flushing cistern coveronlyEach 367.00 1469 1.25 P & F WVC syphon with plunger plate only. Each 293.00 1470 1.26 P & F WVC Auto cistern with cover only. Each 554.00 1471 1.27 P & F WVC Auto cistern cover only. Each 174.00 1472 1.28 P & F C.P. brass Urinal Flush Pipe set complete withflanged brackets of approved make.473 1.28.1 For 4 Urinals Each 1,597.00 1474 1.28.2 For 3 Urinals Each 1,282.00 1475 1.28.3 For 2 Urinals Each 883.00 1476 1.28.4 For 1 Urinal Each 605.00 1477 1.29.1 P & F C.P. brass Urinal Spreader for stall urinal ofapproved make.Each 436.00 1478 1.29.2 P & F Synthetic (PTMT) Urinal Spreader for stall urinalof approved make.Each 295.00 1479 1.30.1 P & F C.P. brass Doom Waste Coupling 32 mm dia. Each 199.00 1480 1.30.2 P & F C.P. brass Doom Waste Coupling 40 mm dia. Each 253.00 1481 1.31 P & F Plastic Syphon of approved make for automaticflush tank.Each 190.00 1482 1.32 P & F Copper tube Syphon for auto flush tank. Each 450.00 1483 1.33 Removing and re-fixing of wash hand basin including allnecessary fittings.Each 291.00 1484 1.34 P & F metal brackets duly painted including cutting &making good the wall.Pair 197.00 1485 1.35 P & F C.P. Brass flush Valve with C.P. flush bend ofapproved make.486 1.35.1 Lever type with Elbow 32 mm dia Each 4,005.00 1487 1.35.2 Push type with Elbow 32 mm dia Each 4,449.00 1488 1.35.3 Concealed type for 115 mm thick wall Each 5,047.00 1489 1.35.4 Concealed type for 230 mm thick wall Each 5,202.00 1490 1.35.5 Economy model 25 mm dia. Each 2,499.00 1491 1.35.6 Economy model 32 mm dia. Each 2,914.00 1492 1.36 P & F WVC Wash basin (Ist quality IS:2556 Mark) ofapproved make with C.I. brackets duly painted 1 No. 15mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brasswaste coupling of approved make, P.V.C Waste pipe withPVC nut 32 mm complete including cutting & makinggood the wall :493 1.36.1 Size 450 mm x 300 mm Each 2,734.00 1494 1.36.2 Size 510 mm x 400 mm Each 2,880.00 1495 1.36.3 Size 550 mm x 400 mm Each 3,064.00 1496 1.36.4 Size 580 mm x 450 mm Each 3,516.00 1497 1.36.5 Size 610 mm x 510 mm Each 4,278.00 1498 1.36.6 Size 400 mm x 400 mm or 450 mm x 390 mm Corner Each 2,738.00 1499 1.36.7 460 dia for counter top Each 3,921.00 1500 1.36.8 Size 550 mm x 400 mm dia for counter top Each 4,119.00 1501 1.36.9 Size 630 mm x 500 mm dia for counter top Each 4,633.00 1502 1.36.10 Add extra for using 25mm GI waste pipe instead of PVCwaste pipeEach 108.00 1503 1.37 P & F Terrazzo (Mosaic) wash hand basin withsupporting brackets waste coupling and PVC waste pipecomplete, including painting of brackets making good thewalls:504 1.37.1 450 mm x 280 mm Each 1,332.00 1505 1.37.2 550 mm x 400 mm Each 1,427.00 1506 1.38 P & F Kitchen & Lab. Sink of approved make with C.I.brackets duly painted, 40 mm C.P. waste coupling, C.P.Brass chain with rubber plug, 40 mm G.I. waste pipe upto floor level complete including cutting and making goodthe wall & floor :507 1.38.1 Fire clay glazed kitchen sink (I.S 771-1985 Marked) size600 x 450 x 250mm.Each 5,181.00 1508 1.38.2 Fire clay glazed kitchen sink (I.S 771-1985 Marked) size600 x 450 x 200 mm.Each 4,970.00 1509 1.38.3 WVC Lab sink (IS:2556 mark) size 530 x 430 x 180 mm Each 3,259.00 1510 1.38.4 WVC Lab sink (IS:2556 mark) size 500 x 350 x 150 mm Each 2,850.00 1511 1.38.5 WVC Lab sink (IS:2556 mark) size 450 x 300 x 150 mm Each 2,655.00 1512 1.38.6 Mosaic fine polished kitchen sink size 600 x 450 x200mm.Each 1,803.00 1513 1.38.7 Mosaic fine polished kitchen sink size 450 x 450 x200mm.Each 1,637.00 1514 1.38.8 Mosaic fine polished kitchen sink size 600 x 450 x 200mm with 600 x 450mm drain boardEach 2,056.00 1515 1.38.9 1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling. Overall size Bowl size (inches)(inches)516 1.38.9.1 18 x 16 x 6 16x14x6 Each 5,029.00 1517 1.38.9.2 22 x 18 x 7 20x16x7 Each 5,632.00 1518 1.38.9.3 24 x 18 x 8 20x16x8 Each 6,588.00 1519 1.38.9.4 37 x 18 x 7 17x15x7 (with drain board) Each 7,858.00 1520 1.38.9.5 45 x 20 x 8 20x16x8 (with drain board) specified above. Each 9,866.00 1521 1.39 P & F Drain Board of approved make with C.I. bracketsduly painted compolete including cutting & making goodthe wall:522 1.39.1 WVC (I.S.: 2556 Mark) size 530 x 450mm Each 1,497.00 1523 1.39.2 Mosaic fine polished size 600 x 450 Each 557.00 1524 1.40 P & F 1st quality WVC pedestal for wash basin. Each 1,708.00 1525 1.41 P & F Bottle Trap of approved make :526 1.41.1 C.P Brass 32 mm Each 882.00 1527 1.41.2 C.P Brass 40 mm Each 957.00 1528 1.41.3 Synthetic Material (PTMT)32 mm Each 614.00 1529 1.41.4 Synthetic Material (PTMT)42 mm Each 686.00 1530 1.41.5 P.V.C Each 165.00 1531 1.42 P& F waste Coulping with fittings of approved quality/make:532 1.42.1 C.P Brass 32 mm dia Each 206.00 1533 1.42.2 C.P Brass 40 mm dia Each 280.00 1534 1.42.3 C.P. Brass 50 mm dia Each 359.00 1535 1.42.4 SS 125 mm Each 366.00 1536 1.43 P& F waste Pipe with all fitting537 1.43.1 P.V.C with C.P nut 32 mm Each 174.00 1538 1.43.2 P.V.C with PVC nut 32 mm Each 73.00 1539 1.43.3 P.V.C. with C.P. nut 40 mm dia Each 188.00 1540 1.43.4 G.I(B class) 32mm Each 269.00 1541 1.43.5 G.I(B class) 40 mm Each 356.00 1542 1.44 P & F Bevelled edge Mirror/mirror with teak woodlipping around of special glass of approved make as perdirection of Engineer-in-charge complete with 6mm thickcommercial ply base fixed to wooden screws & washers.543 1.44.1 Size 600 x 450mm x 4 mm thick Each 836.00 1544 1.44.2 Other sizes deduct 30% Sqm. 2,016.00 1545 1.45 P & F Looking Mirrors with P.V.C. frame of approvedmake as per direction of Engineer-in-charge546 1.45.1 Size 500x400mm Each 421.00 1547 1.45.2 Oval shape 450x350 mm Each 617.00 1548 1.45.3 Round 500mm dia deduct 30% Each 659.00 1549 1.46 P & F Toilet Shelf of approved quality/make:550 1.46.1 W.V.C. (I.S.: 2556 Mark) Size 300mm Each 528.00 1551 1.46.2 W.V.C. (I.S.: 2556 Mark) Size 550 mm Each 624.00 1552 1.46.3 Synthetic Material with tumbler of approved quality/makesize 470 x 114 x 36mmEach 517.00 1553 1.46.4 Hard Plastic of approved make as per direction of EI ofsize 590x140mmEach 624.00 1554 1.46.5 Acrylic shelf on C.P. brass casted brackets & guard railof approved make as per direction of EI of size550x125mmEach 1,196.00 1555 1.46.6 Glass Shelf with edges rounded off Anodised Aluminiumangle frame & C.P. brass brackets & guard rail size Each600x120mmEach 438.00 1556 1.47 P & F Towel Rail or Ring of approved quality/make:557 1.47.1 C.P. brass Towel Rail elbow type with concealed screwssize 450mm (Heavy duty).Each 533.00 1558 1.47.2 C.P. brass Towel Rail elbow type with concealed screwssize 600 mm (Heavy duty).Each 590.00 1559 1.47.3 C.P. brass towel rail with brackets 450 x 20mm. Each 357.00 1560 1.47.4 C.P. brass towel rail with brackets 600 x 20mm. Each 425.00 1561 1.47.5 Synthetic Material(PTMT) of approved quality/make size525 x90 x 75mmEach 231.00 1562 1.47.6 Synthetic Material(PTMT) of approved quality/make size675 x90 x 75mmEach 258.00 1563 1.47.7 WVC (1stquality, IS2556 Marked) of approved make.Recessed towel Hanger size 108 x 108mm.Each 173.00 1564 1.47.8 C.P. Brass Towel Ring revolving type Each 307.00 1565 1.47.9 Synthetic Material (PTMT) Towel Ring of approvedquality/make.Each 211.00 1566 1.48 P & F Grating of approved quality/make:567 1.48.1 Stainless Steel Sheet size 125mm dia. Each 100.00 1568 1.48.2 Stainless Steel Sheet size 125mm dia. Heavy Quality ofapproved makeEach 127.00 1569 1.48.3 Synthetic Material(PTMT) of approved quality/make size125mm dia.Each 154.00 1570 1.48.4 (-do-) 150mm dia. Each 167.00 1571 1.48.5 (-do-) Square 150 x 150 x 8mm. (Anti Cockroach) Each 450.00 1572 1.48.6 C.P. brass with frame (Heavy) & superior quality size125mm dia.Each 151.00 1573 1.48.7 (-do-) Light & superior quality size 125mm dia Each 77.00 1574 1.48.8 Cast Iron. Each 97.00 1575 1.49 P & F Liquid Soap Container with brackets complete ofapproved make:576 1.49.1 C.P. brass Each 321.00 1577 1.49.2 Synthetic Material of approved quality/make: Each 211.00 1578 1.50 P & F Tooth Paste & Brush Holder of approvedquality/make:579 1.50.1 C.P. brass Each 180.00 1580 1.50.2 C.P. brass (Heavy and Superior quality) Each 544.00 1581 1.50.3 Stainless Steel Each 353.00 1582 1.51 P & F Toilet Paper Holder with rod of approvedquality/make:583 1.51.1 C.P. brass Each 291.00 1584 1.51.2 C.P. brass heavy & Superior quality. Each 763.00 1585 1.51.3 WVC (1stquality, IS 2556 Marked) recessed size150x150mm.Each 311.00 1586 1.51.4 (-do-) exposed (-do-) Each 248.00 1587 1.52 P & F Soap Dish or Tray of approved quality/make588 1.52.1 C.P. brass Each 176.00 1589 1.52.2 C.P. brass heavy and superior quality. Each 284.00 1590 1.52.3 WVC (1st Quality, IS 2556 Marked) recessed size 150 x150 mm.Each 288.00 1591 1.52.4 (-do-) 200 x100mm. Each 370.00 1592 1.52.5 (-do-) Soap tray 170mm. Each 288.00 1593 1.52.6 (-do-) Soap Dish 380mm. Each 370.00 1594 1.53 P & F Twin- peg of approved quality / make595 1.53.1 C.P. brass Each 134.00 1596 1.53.2 C.P. brass (heavy)Superior quality Each 245.00 1597 1.53.3 Acrylic Each 84.00 1598 1.54 P & F Shower arm 15mm dia of approved quality/make.599 1.54.1 C.P.brass heavy & superior quality 150mm Projection. Each 220.00 1600 1.54.2 (-do-) size 220mm(-do-) Each 363.00 1601 1.54.3 (-do-) size 300mm.(-do-) Each 405.00 1602 1.54.4 (-do-) size 370mm.(-do-) Each 448.00 1603 1.55 P & F Bath Shower of approved quality/make.604 1.55.1 C.P. brass fixed. Each 220.00 1605 1.55.2 C.P. brass of Heavy & superior quality 150mm. Each 636.00 1606 1.55.3 C.P. brass of Heavy & superior quality, revolving withadjustable key 150mm.Each 855.00 1607 1.56 P & F Extension Pipe for bib cocks of approvedquality/make.608 1.56.1 C.P. brass of Heavy & Superior quality 50x15mm Each 99.00 1609 1.56.2 (-do-) 100 X 15mm. Each 145.00 1610 1.56.3 (-do-) 150 X 15mm. Each 203.00 1611 1.57 P & F Acrylic Toilet accessories set consisting of Towelrail, shelf, towel ring, soap dish, paste & brush holder &twin peg of approved quality/make.Each 1,444.00 1612 1.58 Labour Charges for removing WVC pan:613 1.58.1 Indian/Orissa pan Each 227.00 1614 1.58.2 European W.C. Each 227.00 1615 1.58.3 Flushing cistern Each 96.00 1616 1.59 P & F Jet spray for water closet with C.P. Copper Tubeflange of approved make.Each 459.00 1617 1.60 Providing & fixing C.P.flange for 15mm dia taps. Each 23.00 1618 1.61 Providing and fixing 1st quality standard white, grey,ivory, fume red brown, light green, light blue and otherlight shades glazed tiles confirming to IS : 13753 & IS:15622 of size 200mm x 300mm in walls, floors, steps,pillars etc. laid on a bed of neat cement slurry finishedwith flush pointing in the white cement mixed withpigment to match the shade of the tile complete(excluding the cost of cement plaster on walls and pillar).Sqm. 809.00 1619 1.62 Providing and fixing 1st quality MAT finished ceremictile size 300x300mm confirming to IS : 13755 and IS :15622 colour such as white, grey, ivory, fume red brown,light green, light blue and other light shades in floors,steps, pillars etc. laid on a bed of neat cement slurryfinished with flush pointing in the white cement mixedwith pigment to match the shade of the tile complete(including the cost of cement mortar bed 1:4).Sqm. 898.00 1620 1.63 Extra for using Marble printed / Granite shade or darkSqm 10% shade tiles instead of white, grey, ivory, fumered brown, light green, light blue and other light shades inglazed tiles and MAT finished tiles.621 1.64 Extra for using size above 200x300mm in glazed tiles andSqm 10% for using 400mm x 400mm MAT finished tilesin place of 300mm x 300mm size.622 1.65 P & F C.P. Health Faucet with 1Mtr. Long Tube & Hookof approved make and heavy as per direction of Enginnerin- ChargeEach 702.00 1623 1.66 P & F C.P. brass Urinal Spreader for Large Urinal ofheavy duty of approved make as per direction of Enginnerin- ChargeEach 718.00 1624 1.67 Removing & Re fixing of P.V.C. Cistern fittings (Syphon,Ball cock & Handle Set) complete as per direction ofEnginner-in-ChargeEach 531.00 1625 1.68 Providing & Fixing Premium Quality white glazedvitreous china Sanitary Wares (IS:2556 Mark) ofapproved make as per direction of Engineer-in-chargeincluding cutting and making good the wall and floor.626 1.68.1 W.C. orissa pan with 100 mm vitreous china P or S trap(Size 580x440 mm.)Each 3,249.00 1627 1.68.2 Universal (anglo-Indian type) with P or S trap Each 9,596.00 1628 1.68.3 Wall Mounting European type W.C. Each 10,338.00 1629 1.68.4 Double Syphonic European W.C. with mounted W.V.C.flushing cistern of 10 litre capacity complete with allnecessary internal fittings with Hydraulic seat cover.Each 19,623.00 1630 1.69 Providing & Fixing premium qulaity WVC Urinal withPVC waste pipe, dome couplings, concealed iron bracketsor screws etc. complete.631 1.69.1 Flat Back (small) size 440x265x315 mm. 1..69.2 FlatBack (large) or half stall size 590x375x390 mm. Each7133.00Each 2,910.00 1632 1.70 Providing & Fixing premium qulaity W.V.C. UrinalPartition plate of size 630x315 mmEach 3,031.00 1633 1.71 Providing & Fixing premium qulaity WVC Wash basinwith C.I. brackets duly painted & 32 mm C.P. brass wastecoupling of approved make with PVC waste pipecomplete634 1.71.1 Size 550 mm x 400 mm Each 2,645.00 1635 1.71.2 Size 550 mm x 400 mm dia for counter top. Each 3,777.00 1636 1.72 P & F Premiumquality water closet Seat Covers withbrass hinges complete Solid PVC (ISI marked) grade-IWhite forEach 824.00 1637 1.73 P & F Premium quality Low level Flushing Cistern of 10litres capacity (IS:2556 mark) of approved make as perEngineer-in-charge with complete fittings C.I. bracketsduly painted, brass ball cock with ball, (IS:1703 mark)complete including cutting and making good the wall :Each 2,097.00 1638 1.74 P&F Looking Mirror 5mm thick of approved make withornamental frame size 50x12 with 6mm Ply Board onBack Side Complete as per approved sampleSqm 2,544.00 1639 1.75 Supply of Hydraulic Seat Cover for Europeon WC ofsuperior quality approved make in white ColourEach 4,666.00 1640 1.76 Providing & Fixing chair for wall hung W.C. Each 1,845.00 1641 1.77 Providing & Fixing Concealed cistern with Floormounting frame and flush plate of superior quality andapproved sample by Engineer-in-charge.Each 9,415.00 1642 1.78 Providing and fixing new spindle for Bib cock/pillar cockfor repairing purpose to solve leakage and properfunctioning of tap.Each 131.00 1643 1.79 Providing & Fixing premium quality Toilet corner GlassShelf size 225x225mm with C.P. brass brackets & guardrail edges rounded of SS frameEach 1,796.00 1644 1.80 Providing & Fixing premium quality waste coupling32mm half thread as per approved by Engineer in Charge.Each 703.20 1645 1.81 Providing & Fixing Premium quality Bottle trap internalportion 32mm, size 250mm long wall connection pipe &wall flange as per approved by Engineer in Charge.Each 1,919.00 1646 2.1 P & F G.I. pipes (Internal Work) with G.I. Fittingsexcluding union (IS:1239 Mark) & MS clamps includingcutting and making good the walls and floors: (a)Exposed on wall647 2.1.1 15 mm dia nominal bore A Class B Class Mtr. 271.00 Mtr. 238.00 1648 2.1.2 20mm dia nominal bore A Class B Class Mtr. 334.00 Mtr. 296.00 1649 2.1.3 25mm dia nominal bore A Class B Class Mtr. 423.00 Mtr. 370.00 1650 2.1.4 32mm dia nominal bore A Class B Class Mtr. 515.00 Mtr. 430.00 1651 2.1.5 40mm dia nominal bore A Class B Class Mtr. 637.00 Mtr. 548.00 1652 2.1.6 50mm dia nominal bore A Class B Class Mtr. 793.00 Mtr. 705.00 1653 2.1.7 65mm dia nominal bore A Class B Class Mtr. 951.00 Mtr. 817.00 1654 2.1.8 80mm dia nominal bore A Class B Class Mtr. 1139.00(b) Concealed pipe in wall including painting withanticorrosive bitumen paintMtr. 954.00 1655 2.1.9 15 mm dia nominal bore A Class B Class Mtr. 280.00 Mtr. 247.00 1656 2.1.10 20mm dia nominal bore A Class B Class Mtr 329.002.1.11 25mm dia nominal bore 2.1.11.1 A Class Mtr369.00 2.1.11.2 B Class Mtr 480.00Mtr 290.00 1657 2.5.3 25 mm dia (a) The rates are for ISI marked item. (b) If theitems are Non- ISI marked, reduce the rate by 25%.Each 2,854.00 1658 2.6 P & F Pilllar Cocks (IS :8934 Mark) of superior qualityand approved make:659 2.6.1 C.P. Pillar cock, 15 mm dia nominal bore Each 1,539.00 1660 2.6.2 C.P. Pillar cock Elbow action, 15 mm nominal bore. Each 1,378.00 1661 2.6.3 C.P. Pillar cock fancy type ,15mm nominal bore. Each 1,857.00 1662 2.6.4 C.P. Pillar cock, Swan-neck with casted spout, 15mmnominal bore.Each 2,587.00 1663 2.6.5 C.P. Pillar cock, high-neck, 15 mm nominal bore. Each 1,828.00 1664 2.6.6 Synthetic Material (PTMT) Pillar cock of approvedquality / make 15mm nominal bore.Each 492.00 1665 2.7 P & F Bib Cock (IS : 8931 Mark), Superior quality ofapproved make:666 2.7.1 Brass 400 gm,15mm nominal bore. Each 938.00 1667 2.7.2 P.V.C.heavy duty, 15mm nominal bore. Each 198.00 1668 2.7.3 C.P. Brass bib cock,15mm nominal bore. Each 1,216.00 1669 2.7.4 (-do-) Long body, 15mm nominal bore weight not lessthan 690 gmEach 1,529.00 1670 2.7.5 (-do-) Long nose, 15mm nominal bore weight not lessthan 810 gmEach 1,848.00 1671 2.7.6 (-do-) Elbow-action, 15mm nominal bore. Each 1,843.00 1672 2.7.7 Synthetic Material(PTMT) bib cock of approved quality/make, nominal bore, 15mm, 86 mm long.Each 277.00 1673 2.7.8 (-do-) Fancy Type, 122 mm long. Each 356.00 1674 2.7.9 (-do-) Long Body, 175 mm long Each 427.00 1675 2.8 P & F Stop Cock (IS :8931 Mark), superior quality & ofapproved make:676 2.8.1 Brass 400 gm. 15mm nominal bore. Each 948.00 1677 2.8.2 (-do-) 750 gm. 20 mm nominal bore. Each 1,467.00 1678 2.8.3 (-do-) 1350gm. 25 mm nominal bore. Each 2,575.00 1679 2.8.4 C.P. Brass 15mm nominal bore. Each 1,192.00 1680 2.8.5 (-do-) Concealed Stop Cock 15mm. Each 1,252.00 1681 2.8.6 Synthetic material (PTMT) stop cock of approvedquality/make 15mm.Each 306.00 1682 2.8.7 (-do-) Concealed stop cock 15mm Each 269.00 1683 2.9 P & F Sink Cocks of superior quality & approved made :684 2.9.1 C.P. Sink cock swinging spout 15mm. Each 2,102.00 1685 2.9.2 (-do-) Casted Spout 15 mm. Each 2,102.00 1686 2.10 P & F Push Cock superior quality, of approved make2..10.1 C.P. Brass 15 mm.Each 479.00 1687 2.10.2 Synthetic Material (PTMT) push cock of approvedquality/make 15mm.Each 308.00 1688 2.11 P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ballcomplete :689 2.11.1 Brass wt. Not less than 300 gm,15mm. Each 423.00 1690 2.11.2 Brass wt.Not less than 400 gm, 20mm. Each 617.00 1691 2.11.3 (-do-) wt.Not less than 600 gm, 25mm. Each 717.00 1692 2.11.4 (-do-) wt.Not less than 800 gm, 32mm. Each 825.00 1693 2.11.5 (-do-) wt.Not less than 1000 gm 40mm.: Each 1,004.00 1694 2.11.6 (-do-) wt.Not less than 1200 gm 50mm. Each 1,090.00 1695 2.11.7 Synthetic material (PTMT) of approved make 15mmnominal size.Each 421.00 1696 2.11.8 (-do-) 20 mm nominal size. Each 612.00 1697 2.11.9 (-do-) 25 mm nominal size. Each 1,050.00 1698 2.11.10 (-do-) 50 mm nominal size. Each 2,562.00 1699 2.12 P & F Inlet Connection (Angle Valves) Superior quality,of approved make, for Wash basin, Gyser etc.700 2.12.1 C.P. Inlet connection 15mm.Brass (IS : 8931 marked) Each 596.00 1701 2.12.2 ---do--- with 37 cm long pipe and nut. Each 660.00 1702 2.12.3 ---do--- with 60 cm long thread and nut Each 706.00 1703 2.12.4 Synthetic Material (PTMT) Inlet connection of approvedquality/make 15 mm nominal size.Each 265.00 1704 2.13 P & F 15 mm. Dia Connection Pipe of approvedquality/make :705 2.13.1 PVC pipe with C.P. Brass nuts upto length, 300mm Each 99.00 1706 2.13.2 (-do-) upto length 370mm Each 108.00 1707 2.13.3 (-do-) 450mm. Each 124.00 1708 2.13.4 (-do-) 600mm. Each 143.00 1709 2.14 P & F Flush Cock / Flush Valve (IS : 9758 Mark) for WCof approved quality make :710 2.14.1 CP brass push type 15mm nominal bore. Each 448.00 1711 2.14.2 (-do-) 20mm nominal bore. Each 676.00 1712 2.14.3 (-do-)exposed 25mm nominal bore. Each 1,201.00 1713 2.14.4 (-do-) 32mm nominal bore. Each 1,626.00 1714 2.14.5 (-do-) concealed 25mm nominal bore. Each 1,219.00 1715 2.14.6 (-do-) concealed 32mm nominal bore. Each 1,778.00 1716 2.14.7 (-do-) Half-turn exposed 25mm nominal bore. Each 979.00 1717 2.14.8 (-do-) Concealed 25mm nominal bore. Each 1,128.00 1718 2.14.9 Brass / Gun metal Half-turn wt. 1 Kg. of approved quality/ make, 25mm nominal bore.Each 689.00 1719 2.14.10 CP Brass flush valve 32mm nominal bore Each 2,491.00 1720 2.15 P & F Full-way Valve (IS:778 Mark) or wheel valve ofapproved make :721 2.15.1 Gun-metal 15mm nominal bore. Each 284.00 1722 2.15.2 (-do-) 20mm nominal bore. Each 448.00 1723 2.15.3 (-do-) 25mm nominal bore. Each 661.00 1724 2.15.4 (-do-) 32mm nominal bore. Each 879.00 1725 2.15.5 (-do-) 40mm nominal bore. Each 1,343.00 1726 2.15.6 (-do-) 50mm nominal bore. Each 1,830.00 1727 2.15.7 (-do-) 65mm nominal bore. Each 2,229.00 1728 2.15.8 (-do-) 80mm nominal bore. Each 3,338.00 1729 2.15.9 (-do-)100 mm dia nominal bore Each 5,500.00 1730 2.26 P & F PVC Storage Tank ISI Marked (IS : 12701)indicating the BIS license No), of approved make withcover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm.long wash out pipe with plug & socket, including makingconnection etc., complete of approved design:731 2.26.2 300 (-do-) Each 2,676.00 1732 2.26.3 500 (-do-) Each 4,460.00 1733 2.26.4 750 (-do-) Each 6,691.00 1734 2.26.5 1000 (-do-) Each 8,921.00 1735 2.27 Hoisting Charges for each floor :736 2.27.1 For items 2.26.1 to 2.26.4 Each 155.00 1737 2.27.2 For items 2.26.5 to 2.26.8 Each 304.00 1738 2.31.5 3240 (40mm OD) pipe Metre 454.00 1739 2.33 Providing and fixing Superior quality CP Brass fittings ofapproved make as per direction of Engineer-in-charge740 2.33.24 Jet Spray Each 633.00 1741 2.36.2 PN-16 Pipe, 20 mm OD Rm 202.00 1742 2.36.3 PN-16 Pipe, 25 mm OD Rm 281.00 1743 2.36.4 PN-16 Pipe, 32 mm OD Rm 398.00 1744 2.36.5 PN-16 Pipe, 40 mm OD Rm 556.00 1745 2.36.6 PN-16 Pipe, 50 mm OD Rm 763.00 1746 2.36.7 PN-16 Pipe, 63 mm OD Rm 1,186.00 1747 2.37 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete asper direction of Engineer in Charge. (Internal workExposed on wall)748 2.37.1 15 mm nominal outer dia pipes Rm 227.00 1749 2.37.2 20mm nominal outer dia pipes Rm 265.00 1750 2.37.3 25 mm nominal outer dia pipes Rm 328.00 1751 2.37.4 32mm nominal outer dia pipes Rm 427.00 1752 2.37.5 40 mm nominal outer dia pipes Rm 615.00 1753 2.37.6 50 mm nominal outer dia pipes Rm 865.00 1754 2.38 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one stepCPVC solvent cement and the cost of cutting chases andmaking good the same including testing of jointscomplete as per direction of Engineer in Charge.(Concealed work including cutting chases and makinggood the walls etc.,)1755 2.38.1 15 mm nominal outer dia pipes Rm 287.00 1756 2.38.2 20mm nominal outer dia pipes Rm 308.00 1757 2.38.3 25 mm nominal outer dia pipes Rm 385.00 1758 2.38.4 32mm nominal outer dia pipes Rm 485.00 1759 2.39 Providing and fixing Chlorinated Polyvinyl Chloride(CPVC) pipes, having thermal stability for hot & coldwater supply including all CPVC plain & brass threadedfittings, this included jointing of pipes & fittings with onestep CPVC solvent cement , trenching refilling & testingof joints complete as per direction of Engineer inCharge.(External work).760 2.39.1 15 mm nominal outer dia pipes Rm 196.00 1761 2.39.2 20mm nominal outer dia pipes Rm 227.00 1762 2.39.3 25 mm nominal outer dia pipes Rm 293.00 1763 2.39.4 32mm nominal outer dia pipes Rm 378.00 1764 2.39.5 40 mm nominal outer dia pipes Rm 532.00 1765 2.39.6 50 mm nominal outer dia pipes Rm 783.00 1766 2.42 Providing and fixing premium quality Angular stop cock15mm with wall flange complete as per sample approvedby Engineer in chargeEach 1,756.00 1767 2.43 Providing and fixing premium quality Two way Bib cock15mm with wall flange complete as per sample approvedby Engineer in chargeEach 2,707.00 1768 2.44 Providing and fixing superior quality PVC Tank Covercomplete as per approved by Engineer In Charge769 2.44.1 300 Lt. capacity Each 267.00 1770 2.44.2 500 Lt. capacity Each 285.00 1771 2.44.3 Above 500 Lt. capacity Each 298.00 1772 2.46 Supply and installation of Premium quality sluice valve100mm dia including all fittings as per approved byEngineer in charge.Each 6,059.00 1773 2.51 P&F Sink Mixture of (Adjustable or Non Adjustable)Superior quality Swan NeelEach 6,325.00 1774 1 For laying of S.W. pipes beyond 1.2m depth, earthwork& close timbering or open timbering (as per siteconditions) is to be paid extra.1775 3.5 P & F Square-mouth gully trap `A` grade (IS 651-1992:marked) of approved make complete with C.I. grating,frame & Cover masonary chamber in C.M. 1:6, 100mmthick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15grade coping, 12mm thick cement plaster in CM 1:3complete as per approved design & type.776 3.5.1 Trap size 150 X 100mm, ferrow cement cover withframe, Internal Each Chamber size 300 X 300mm.Each 1,434.00 1777 3.5.2 Trap size 225 X 150 mm, ferrow cement cover withframe Internal Each Chamber size 450 X 450mm.Each 1,849.00 1778 3.6 P & F S.W. Master Trap (Inter-cepting) `A` grade (I.S.:651 marked) of approved quality/make779 3.6.1 100mm dia Each 350.00 1780 3.6.2 150mm dia Each 495.00 1781 3.7 Labour charges for Removing S.W. pipes includingbreaking of joints & bed concrete, stacking of usefulmaterial at site within 50 mtr. Lead and disposal ofunserviceable material within 0.5 Km. lead:782 3.7.1 100 & 150mm dia pipe Mtr. 53.00 1783 3.7.2 200, 230 & 250mm dia pipe Mtr. 58.00 1784 3.7.3 300mm dia pipe Mtr. 61.00 1785 3.7.4 350mm dia pipe Mtr. 66.00 1786 3.7.5 400mm dia pipe Mtr. 72.00 1787 3.16 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg./Cm2.) approved quality /make including joining the pipewith solvent cement rubber ring and lubricant.788 3.16.1 63 mm dia Mtr 158.00 1789 3.16.2 75 mm dia Mtr 191.00 1790 3.16.3 110 mm dia Mtr 300.00 1791 3.16.4 160 mm dia Mtr 490.00 1792 3.16.5 Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mmnominal size) all around PVC Pipe including 7.5 cm thickbed concerte [Width & Height = Dia of Pipe inCM+15CM] excluding cost of Pipe & Excavation oftrenches etc.793 3.16.5.1 PVC pipe 110 mm dia Mtr. 325.00 1794 3.16.5.2 PVC pipe 160 mm dia Mtr. 425.00 1795 3.17 P&F rigid PVC pipe fittings (IS: 4985 mark) of approvedquality /make including joining the pipe with solventcement rubber ring and lubricant:796 3.17.1 Coupler (socket) (i) 75mm dia (ii) 110mm dia Each118.00 (iii) 160 mm dia Each 129.00Each 96.00 1797 3.17.2 Reducer 110 X 75 mm (i) 75mm dia (ii) 110mm dia Each107.00 (iii) 160 mm dia Each 124.00Each 99.00 1798 3.17.3 Plain Tee (i) 75mm dia (ii) 110mm dia Each 199.00 (iii)160 mm dia Each 218.00Each 124.00 1799 3.17.4 Door Tee (i) 75mm dia (ii) 110mm dia Each 226.00 (iii)160 mm dia Each 242.00Each 189.00 1800 3.17.5 Door Y (i) 75mm dia (ii) 110mm dia Each 244.00 (iii)160 mm dia Each 260.00Each 199.00 1801 3.17.6 Double Y (i) 75mm dia (ii) 110mm dia Each 316.00 (iii)160 mm dia Each 336.00Each 199.00 1802 3.17.7 Double Door Y (i) 75mm dia (ii) 110mm dia Each399.00 (iii) 160 mm dia Each 415.00Each 233.00 1803 3.17.8 Bend 45 (i) 75mm dia (ii) 110mm dia Each 130.00 (iii)160 mm dia Each 146.00Each 82.00 1804 3.17.9 Bend 87.5 (i) 75mm dia (ii) 110mm dia Each 164.00 (iii)160 mm dia Each 180.00Each 99.00 1805 3.17.10 Door Bend (Top Side) (i) 75mm dia (ii) 110mm dia Each157.00 (iii) 160 mm dia Each 175.00Each 134.00 1806 3.17.11 Door Bend (Left & Right) (i) 75mm dia (ii) 110mm diaEach 199.00 (iii) 160 mm dia Each 215.00Each 161.00 1807 3.17.12 Vent Cowel (i) 75mm dia (ii) 110mm dia Each 57.00 (iii)160 mm dia Each 78.00Each 44.00 1808 3.17.13 Socket plug (i) 75mm dia (ii) 110mm dia Each 83.00 (iii)160 mm dia Each 103.00Each 69.00 1809 3.17.14 Door Cap (i) 75mm dia (ii) 110mm dia Each 63.00 (iii)160 mm dia Each 81.00Each 45.00 1810 3.17.15 Pipe Clip (i) 75mm dia (ii) 110mm dia Each 37.00 (iii)160 mm dia Each 54.00Each 24.00 1811 3.17.16 W.C. connector with lipring 110mm dia Each 217.00 1812 3.17.17 W.C. connector bent type 110mm dia Each 227.00 1813 3.17.18 Plain floor trap 110mm dia Each 234.00 1814 3.17.19 Multi floor trap 110mm dia Each 271.00 1815 3.17.20 height Raiser 110mm dia Each 217.00 1816 3.17.21 Top Tile& straine 110mm dia Each 82.00 1817 3.17.22 Top Tile only 110mm dia Each 63.00 1818 3.17.23 P- Trap 110mm dia Each 389.00 1819 3.17.24 Q- Trap 110mm dia Each 436.00 1820 3.17.25 S- trap 110mm dia Each 545.00 1821 3.17.26 Ring fitting 110mm dia 3.17.274 Gully trap 110mm diaEach 571.00Each 110.00 1822 3.18 Raising manhole cover and frames slab to required levelincluding dismantling existing slab and making good thedamage as required (raising depth of manhole masonry tobe paid separately).823 3.18.1 Rectangular manhole 90x60 cm Each 1,070.00 1824 3.18.2 Rectangular manhole 150x120 cm Each 1,636.00 1825 3.19 Construction of manhole in all type of soil inner size 90 X60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thickcement concrete 1:5:10 in foundation, 20 mm thick insideplaster in CM 1:6, finished with floating neat cement,50mm thick M-15 grade C.C. flooring, making channels,80mm thick stone slab covering with 40mm thick M-15grade C.C. flooring, Cement cover with frame of 450mmdia, earthwork etc. complete as per design includingdisposal of surplus earth within 50 mtr. lead.826 3.19.1 Depth up to 0.5 M Each 6,309.00 1827 3.19.2 Add extra over item 3.19.1 for every additional 0.10mdepth above 0.5 m depth.Each 227.00 1828 3.19.3 Deduct in Item No 3.19.1 for manhole with brick work230 mm thick in place of 300 mm thick stone masonryEach 1,146.00 1829 3.20 Construction of Man hole, in all types of soil, inner size1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10Cm. thick cement concrete 1:5:10 in foundation, 20mmthick inside plaster in CM 1:6, finished with floating neatcement, 50 mm thick M-15 grade C.C. flooring makingchannels, 80 mm thick stone slab covering with 40 mmthick M-15 grade C.C. flooring, Ferro Cement cover withframe of 450mm dia, earthwork etc. complete includingdisposal of surplus earth within 50 mtr. lead as per design:830 3.20.1 Depth up to 1.5 M Each 23,361.00 1831 3.20.2 Add extra over item 3.20.1 for every additional 0.10mdepth above 1.5 m depth .Each 773.00 1832 3.21 Construction of chamber in all type of soil with 300 mmthick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 infoundation, 20mm thick insider plaster in Cm 1:6,finished with floating neat cement, 50mm thick M-15grade C.C. flooring , earthwork etc. complete as perdesign including disposal of surplus earth within a lead of50 mtr.833 3.21.1 Inside size 300 X 300 mm depth upto 0.5 M Cementcover with frame.Each 1,348.00 1834 3.21.1.1 Deduct for using brick work 230 mm thick in place of300 mm thick stone masonryEach 455.00 1835 3.21.2 -do- size 450 x 450mm depth upto 0.5 M Cement coverwith frameEach 2,602.00 1836 3.21.2.1 Deduct for using brick work 230 mm thick in place of300 mm thick stone masonryEach 508.00 1837 3.21.3 -do- size 600 x 450mm depth upto 0.5 M Cement coverwith frame.Each 3,503.00 1838 3.21.3.1 Deduct for using brick work 230 mm thick in place of300 mm thick stone masonryEach 529.00 1839 3.22.4 -do- depth upto 0.5 M to 1.0 M –do- Each 4,217.00 1840 3.21.4.1 Deduct for using brick work 230 mm thick in place of300 mm thick stone masonryEach 811.00 1841 3.22 Construction of soakage well in all type of soil with 300mm thick dry masonry, top and bottom 300 mm course inCM 1:6, 80mm thick stone slab, jointing of slab in CM 1 :3, Ralthal, Kharanja, 40 mm thick M-15 grade C.Cflooring , earthwork complete as per approved drawingincluding disposal of earth within a lead of 50 mtr.:842 3.22.1 Size 300 Cm. dia outside & 300 Cm. depth . Each 31,601.00 1843 3.22.2 -do- & 240 Cm. Depth. Each 28,613.00 1844 3.22.3 Size 240 Cm. dia outside & 240 Cm. depth. Each 22,207.00 1845 3.23 Construction of soakage Trench in all types of soil with300 mm thick dry stone masonry, 80 mm thick stone slabcovering, jointing of slab in CM 1:3 Ralthal, Kharanja, 40mm thick M-15grade C.C. flooring earthwork etc.complete as per approved drawing including disposal ofearth within a lead of 50 Mtr.:846 3.23.1 Top width 180Cm., bottom width 90Cm. & depth240Cm.Mtr. 6,764.00 1847 3.23.2 -do- 240 Cm., -do- 150Cm. & depth 300 Cm Mtr. 11,437.00 1848 3.24 Construction of Soakage well in all types of soil ofapproved drawing, top 90 Cm .Portion in 450mm thickmasonry with CM 1:6, 80 mm thick stone slab covering,jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thickM-15 grade C.C flooring, earth work etc . completeincluding disposal of surplus earth within a lead of 50 mtr.849 3.24.1 Inner dia 90 Cm & 10 to 12 Mtr deep. Each 6,026.00 1850 3.24.2 Inner dia 60 Cm & 10 to 12 Mtr deep. Each 5,676.00 1851 3.25 Labour charges for construction of Soakage well of 90Cm. dia (Earth – work & its disposal ,with in a lead of 0.5Km .only ).Mtr 149.00 1852 3.26 Add extra if Soakage Well is filled with dry stones. Cum 479.00 1853 3.27 Construction of septic Tank in all types of soil with 40Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of1:5:10, M-15 grade C.C floor & RCC slab covering withM15 grade c.c. floor, 50 mm thick stone slab partitionwalls, 20 mm thick plaster in CM 1:6 finished with neatfloating cement, 4 Nos stone foot rests of approveddesign ,two No. 450 mm dia each Ferro cement coverwith frame, earth work etc. complete as per approveddrawing including disposal of surplus earth within a leadof 50 mtr:-854 3.27.1 Size 200x100x130 cm.(for 10 users) with 115 mm thickRCC (M-20) slab Each with Tor steel reinforcement 8mmϕ @15 cm c/c bothways including shuttering complete inall respect.Each 29,306.00 1855 3.27.2 Size 230 x110 x150 cm.(for 20 users) with 115 mm thickRCC (M-20) Each slab with Tor steel reinforcement10mm ϕ @15 cm c/c bothways including shutteringcomplete in all respect.Each 40,606.00 1856 3.27.3 Size 400 x140x150 cm.(for 50 users) with 115 mm thickRCC (M-20) Each slab with Tor steel reinforcement10mm ϕ @15 cm c/c bothways including shutteringcomplete in all respect. Depth -18 % eachEach 63,400.00 1857 3.28 Emptying of Septic tank ,Soakage well etc. by disposingor sludge upto 5 Km. lead & taking out sewage includingcleaning of site.Cum 343.00 1858 3.29 Add extra if R.C.C slab of designed thickness &reinforcement is provided on manhole in place of stoneslab( Actual area of R.C.C slab to be measured).Sqm 258.00 1859 3.30 P & F M.S. Foot Rests in with C.M.,1:3, standard designin 20mm square M.S. bar 50 mm embedded in wall & 10cms. projected out complete.Each 253.00 1860 3.31 Supplying and fixing C.I. Cover with frame, C.I. gratingsfor chambers & man holes.Kg. 76.00 1861 3.32 Supplying and fixing Ferro- cement cover with C.I. framefor chambers & man holes of size.862 3.32.1 450mm dia, 5Kg. C.I. frame to with stand 3 MT centerpoint load & minimum unfractured load of 1 MT. (Lightduty).Each 1,361.00 1863 3.32.2 500mm dia 12 Kg.-do-15 MT centre point load (mediumduty).Each 2,622.00 1864 3.32.3 500mm dia 22 Kg.-do-22 MT centre point load (Heavyduty).Each 4,209.00 1865 3.32.4 500mm dia 25 Kg.-do-70 MT centre point load seal type(Heavy duty.)Each 4,562.00 1866 3.32.5 Rectangular shape 600 x 450 mm, to withstand 3 MTcenter point load & minimum unfractured load of 1 MT.(Light duty).Each 1,417.00 1867 3.33 Supplying & Fixing R.C.C. Manholes covers with frameof approved make (Light duty).868 3.33.1 Size 500mm dia (Double seal) Each 355.00 1869 3.33.2 Size 450mm dia Each 315.00 1870 3.33.3 Size 400mm dia Each 237.00 1871 3.33.4 Size 600 X 600mm (Double seal) Each 542.00 1872 3.33.5 Size 600 X 450mm Each 455.00 1873 3.33.6 Size 450 X 450mm Each 345.00 1874 3.33.7 Size 300 X 300mm Each 107.00 1875 3.33.8 Size 250 X 250mm Each 87.00 1876 3.33.9 Size 180 X 180mm Each 79.00 1877 3.41.6 150mm with door (i) Bend (ii) Door Cross Each 2989.00(iii) Tee Each 2164.00Each 1,509.00 1878 3.42 Providing and Fixing Spun –Cast Iron floor trap (Nahani)of (IS :3989 Mark ) approved quality / make with socketdown or hinged grating including cutting and makinggood the floor :-879 3.42.1 Size 100 x 100 mm Each 1,031.00 1880 3.42.2 Size 100 x 75 mm Each 782.00 1881 3.43 Add 10% extra Over Item No. 3.41 if the pipes are laidunder suspended condition under the roof.882 3.44 Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes Type B for sciland waste dischargesystem (IS:13592 : 1992 Marked) of approved quality/make883 3.44.1 75 mm dia Mtr. 172.00 1884 3.44.2 110 mm dia Mtr. 346.00 1885 3.45 Providing and Fixing Unplasticized Poly Vinyl Chloride(UPVC) SWR Pipes fittings type B for sciland wastedischarge system (IS:13592 : 1992 Marked) of approvedquality /make886 3.45.1 Coupler (i) 75mm dia (ii) 110mm dia Each 114.00 Each 76.00 1887 3.45.2 Repair Coupler (i) 75mm dia (ii) 110mm dia Each 132.00 Each 80.00 1888 3.45.3 Single Push Fit Coupler (i) 75mm dia (ii) 110mm diaEach 135.00Each 77.00 1889 3.45.4 Bend 87.5 Dg. (i) 75mm dia (ii) 110mm dia Each 164.00 Each 100.00 1890 3.45.5 Bend 45 Dg. (i) 75mm dia (ii) 110mm dia Each 140.00 Each 83.00 1891 3.45.6 Door Bend 87.5 Dg. (i) 75mm dia (ii) 110mm dia Each205.00Each 132.00 1892 3.45.7 Single Y (i) 75mm dia (ii) 110mm dia Each 295.00 Each 153.00 1893 3.45.8 Single Y with Door (i) 75mm dia (ii) 110mm dia Each369.00Each 198.00 1894 3.45.9 Double Y (i) 75mm dia (ii) 110mm dia Each 374.00 Each 208.00 1895 3.45.10 Double Y with Door (i) 75mm dia (ii) 110mm dia Each485.00Each 316.00 1896 3.45.11 Socket Plug (i) 75mm dia (ii) 110mm dia Each 76.00 Each 66.00 1897 3.45.12 Pipe Clip (i) 75mm dia (ii) 110mm dia Each 33.00 Each 19.00 1898 3.45.13 Double tee with Door (i) 75mm dia (ii) 110mm dia Each606.00Each 354.00 1899 3.45.14 W.C. Connector 110mm dia Each 229.00 1900 3.45.15 W.C. Connector (Bend) with ring 110mm dia Each 240.00 1901 3.45.16 Single Tee (i) 75mm dia (ii) 110mm dia Each 223.00 Each 127.00 1902 3.45.17 Single Tee with Door (i) 75mm dia (ii) 110mm dia Each256.00Each 144.00 1903 3.45.18 Double Tee (4 Ways) (i) 75mm dia (ii) 110mm dia Each389.00Each 225.00 1904 3.45.20 Offset 110mm dia Each 299.00 1905 3.45.21 Extra Square Jali 110mm dia Each 39.00 1906 3.45.22 Extra Round Jali 110mm dia Each 28.00 1907 3.45.24 Gully Trap 110mm dia Each 726.00 1908 3.45.25 Nahni Trap with Jali 4” 110mm dia Each 181.00 1909 3.45.26 Nahni Trap without Jali 4” 110mm dia Each 161.00 1910 3.45.27 Nahni Trap with Jali 3” 75 mm dia Each 162.00 1911 3.45.28 Nahni Trap without Jali 3” 75 mm dia Each 143.00 1912 3.45.30 Vent Cowel 110mm dia Each 63.00 1913 7.28 Providing & Fixing of modular type 100W Step Fanregulator duly ISI marked (IS 11037) with CM/L no.printed made out of unbreakable and fire retardant virginpoly carbonate with brass terminals and captive screws &silver alloy contact tip with IP-20 rating , includingmaking connections, testing etc as required.914 5 step fan regulator 2 Module Each 328.0 1915 7.37 Providing and fixing of power plug point with nonmodular accessories with Galvanized box of 1.2 mmthick with earth terminal with suitable size 3.0 mm thickphenolic laminated sheet (IS : 2036 - 1995) coverincluding cost of 16 amp. Switch (IS :3854) and 3/6 pin16 amp. socket outlet making connection , testing , etc.as required.Each 248.0 1916 15.3 Installation , testing and Commissioning of ceilingfan (any size) including wiring the down rod up to30 cm with 3 x 1.5 sq.mm pvc insulated flexiblecopper conductor, Cotter pin, rubber grommetmaking connection testing etc. as required.917 15.3.1 With regulator Each 124.0 1918 15.3.2 Without regulator Each 107.0 1919 15.4 Providing & Fixing BLDC technology stepregulator compatible ceiling fan, with aluminiumbody & aluminium blade, power factor not less then0.9 , following service value (CMM/W) , withfollowing air delivery , speed 350 RPM ( toleranceas per IS:374 2019 ) THD less then 10%, copperwinding with class of Insulation F complete withwith secondary support safety cable ( steel rope),down rod up to 30 cm, cotter pin, shackle kit with 3x 1.5 sq.mm pvc insulated flexible copper conductormaking connection testing etc. as required.920 15.4.1 1200 mm sweep with Air delivery >/= 230 CMMand Service Value 8.20Each 3049.0 1921 15.4.3 1200 mm sweep with Air delivery >/= 215 CMMand Service Value 7.00Each 2725.0 1922 17.1 SITC of IP20 SMD Mid Power LED batten typeintegrated light fixture made from Powder coatedExtruded aluminium housing with in built driver ,System lumen efficacy ≥ 110 lm/Watt output only atCW (5700K to 6500K) , internal surge protection of4.0 KV with Short & Open circuit protection ,THD< 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumenmaintaned till life ends , CCT 3000°K / 4000°K /5700°K /6000°K/6500°K (As per ANSI Bin) asrequired.923 17.1.1 1170mm(+/-10%) LED batten with min. lumenoutput 2200 lmEach 396.0 1924 1.4 S&F following sizes (dia.) of ISI marked MMS (IS:9537 P - III ) PVC conduit along with ISImarked (IS:3419-1988) accessories as required inrecess including making jhiri in the wall,clamps atsuitable spacing, covering conduit and making goodthe same as required.925 1.4.2 25 mm Mtr. 47.0 1926 1.7 Wiring of 3/5 pin 6 amp. Light plug point with 1.5sq. mm nominal size FR PVC insulated unsheathedflexible class 2 copper conductor 1.1 kV grade and1.5 sq. mm nominal size FR PVC insulatedunsheathed flexible class 2 copper earth conductor1.1 kV grade(IS:694) in recessed ISI marked MMS( IS:9537 P - III ) PVC conduit & its ISI marked(IS:3419-1988) accessories, 1.2 mm thick Hotdipped Galavanized MS box with earth terminal ofrequired size, 6 A switch, 3/5 pin 6 A socket, 3.0mm thick ISI marked (IS:2036-1995) phenoliclaminated sheet, Al.alloy / Cadmium plated iron/brass screws, cup washers, making connections,testing etc. as required.927 1.7.1 On board P. point 114.0 1928 1.7.2 Short point (up to 3 mtr.) P. point 248.0 1929 1.7.3 Medium point (up to 6 mtr.) P. point 466.0 1930 1.7.4 Long point (up to 10 mtr..) P. point 656.0 1931 4.1.2 Supplying and drawing FR PVC insulated &unsheathed flexible copper conductor as per PWDspecification for electrical Works with ISI marked(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from 99.99% purity copper,class 5 stranding in acc. to IEC 60228 for lowerwatt loss , oxygen free ( <10 ppm) for less chancesof oxidization and higher silver content for givesbetter conductivity , insulation PVC type A ,flameretardant as per IS 10810-53, better amperage ratingas per VDE 0298 part 4, , in existing surface orrecessed PVC/ MS conduit/casing capping includingall as per pre approved by Engineer incharge,making connections, etc. as required. OEMMust have its own in house NABL lab setup for alltesting facilities for wires. For additional technicalparameters of products/ work , refer Annexure Aattached with this BSR . 2 x1.5 sqmmp.mtr 43.0 1932 4.1.6 Supplying and drawing FR PVC insulated &unsheathed flexible copper conductor as per PWDspecification for electrical Works with ISI marked(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from 99.99% purity copper,class 5 stranding in acc. to IEC 60228 for lowerwatt loss , oxygen free ( <10 ppm) for less chancesof oxidization and higher silver content for givesbetter conductivity , insulation PVC type A ,flameretardant as per IS 10810-53, better amperage ratingas per VDE 0298 part 4, , in existing surface orrecessed PVC/ MS conduit/casing capping includingall as per pre approved by Engineer incharge,making connections, etc. as required. OEMMust have its own in house NABL lab setup for alltesting facilities for wires. For additional technicalparameters of products/ work , refer Annexure Aattached with this BSR . 2 x2.5 sqmmp.mtr 69.0 1933 6.1.12 Providing & Fixing of 240/415 V AC MCB withpositive isolation of breaking capacity not less than10 KA (B/ C tripping characteristic as per type ofload and site requirement) 4KV impulse withstandvoltage, as per PWD specification for electricalWorks with ISI marked IS 8828(1996) / conformingto IEC 60898-1 2002, IEC 60947-2, low watt losses,trip free mechanisum , energy limiting of class 3 asper IEC, minimum phase termination capacity of35sq.mm. , conductorline load reversibility, labelholding facility , IP 20 contact protection and fittedwith existing distribution board/sheets, min.operation 20,000 upto 32 A rating and 10,000 upto63 A, 5000 for 80 A rating including makingconnections, testing etc. as required. . OEM shallhave submit NABL / CPRI / ERDA accrediatedlab test reports before execution & All as per preapproved by Engineer in charge. For additionaltechnical parameters of products/ work , referAnnexure A attached with this BSR . 6A TO 32Arating.Each 169.0 1934 6.10.1.2 Providing & Fixing of Recessed/surface mountingheavy duty horizontal type Double Door ( Metal /Glazed )Distribution board with Metal end boxmade out from Galvanized steel / CRCA sheet notless then 1.2 mm thick conforming to IS-8623-1 &3 / IEC 61439- 1 & 3, powder painted completewith reversible door (for double door DB only )100amp. insulated copper bus bar/shorting link , copperneutral link, copper earth link , color codedinterconnecting wire set of suitable rating and dinbar,masking sheet, making internal DBterminations with copper lugs, Ferrules, detachablegland plate, including making connections, testingetc. as required. OEM shall have submit NABL /CPRI / ERDA accrediated lab type test reports &All as per pre approved by Engineer in charge. Foradditional technical parameters of product / workrefer Annexure A attached with this BSR.Metaldoor (single phase) IK-09 and IP-43 with Metal endbox 6 Way (6+2)Each 2001.0 1935 15.7.2 Providing & Fixing of BEE Star rated copperwounded double ball bearing capacitor start,aluminium body & Metallic blade ceiling fanConforming to all the performance requirements laiddown in IS 374:2019 including all amendments, asapplicable ; & Carry BIS licensing (i.e. ISI marking)with down rod up to 80 cm with secondary supportsafety cable ( steel rope) , cotter pin with 3 x 1.5sq.mm pvc insulated flexible copper conductormaking connection testing etc. as required. All asper pre approved by Engineer in charge. Foradditional technical parameters of products/ work ,refer Annexure A attached with this BSR .1200mm Sweep BEE 2 Star rated (service value >=4.5 to< 5 )Each 1875.0 1936 6.2.1.1 Providing & Fixing of 240/415 V isolator as perPWD specification for electrical Works with ISImarked IS:13947-III/conforming to IEC 60947-3,suitable for AC22A utilization catagory, 4KVimpulse withstand voltage, true contact indication,Red colour dolly / lever shall have single mouldcovering over all poles for operation , two positiondin rail mounting, minimum phase terminationcapacity of 35sq.mm. , label holding facility , IP 20contact protection and fitted with existingdistribution board / sheet including makingconnections, testing etc. as required. OEM shallhave submit NABL / CPRI / ERDA accrediatedlab test reports before execution & All as per preapproved by Engineer in charge. For additionaltechnical parameters of products/ work , referAnnexure A attached with this BSR . Double poleisolator 30 A / 40 A rating
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| 1 | Annual Rate Contract for repair and maintenance works FOR BLOCK UNIYARA DISTRICT TONK (ITEM AS PER ATTACH BOQ) Please Enable Macros to View BoQ information |
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