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| Sl. No. | Item Description |
| 1 | (14.3) Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 2 | (14.5) Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge |
| 3 | (14.7) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 4 | (14.13) Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: |
| 5 | (14.13.1) Of area 3 square meter and below. |
| 6 | (1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 7 | (1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 8 | (3.1.4) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 9 | (11.26) Random rubble dry stone Kharanja under floor. |
| 10 | (1.36) Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . |
| 11 | (1.34) Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 12 | (4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 13 | (6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 14 | (4.10.2) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 15 | (4.10.3) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. |
| 16 | (4.5) Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 17 | (4.11) Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) |
| 18 | (4.6.1) Add extra for providing richer mixes respectively at all floor levels.Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 19 | (4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 20 | (5.15.1) Brick work with clay flyash F.P.S. brick (IS 13757- 1993 ) of class designation 75 in superstructure above plinth level upto floor five level in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 21 | (5.19.1) Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 22 | (12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 23 | (12.3.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :12mm thick. |
| 24 | (12.5) 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) |
| 25 | (12.22.1) Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete.New Plastered Surface (three or more coats) |
| 26 | (12.40.1) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 27 | (12.44) Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision Trowel Finish av. thickness 2000 to 2500 microns. |
| 28 | (12.19) Making grooves as per design in plaster 10mm to 20mm wide. |
| 29 | (7.5.1 (iii)) Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)Above 3601 Cm2 Slabs |
| 30 | (7.6.2 (ii)) Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite/Kota Stone Work. Half Edge moulding |
| 31 | (7.13) Providing and fixing 1st quality MAT finished ceremic tile 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 slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 32 | (7.12) Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light 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 finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 33 | (7.14) Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 34 | (7.15) Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size. |
| 35 | (11.17.2) Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Medium shade using approximately 50% white cement and 50% ordinary cement. |
| 36 | (11.38.1) M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006Category ‘C’not denated on any it’s faces like Hexagon, Rectangular, square shape as per IRC SP 63:2004 |
| 37 | (15.1) Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : a) Ist course of applying cement slurry @ 4.4 Kg/sum mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.b) IInd course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water. proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface C) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm. of area.d)IVth course of 400 micron thick PVC sheet .(Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) |
| 38 | (11.27) Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. |
| 39 | (10.17.1) Grading roof for water proofing treatment with water proffing compound. Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 40 | (11.12) Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mix in proportion of 4 : 7 (4cement : 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete : In ordinary cement. |
| 41 | (10.22) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 42 | (9.6.1) Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B |
| 43 | (8.13.2.1) Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure \"A\" :30 mm thick . Commercial Veneer both side |
| 44 | (8.17) Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area of the shutter to be measured). |
| 45 | (8.14) Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. |
| 46 | (8.15) Extra for providing vision panel not exceeding 0.1 Sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : |
| 47 | (8.35.2) Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge.0.8mm thick mica |
| 48 | (16.45) Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shutter shall be made of 39w x 69h mm Extruded 3 box multi-chamber UPVC Window profile section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully. |
| 49 | (16.42) Providing and fixing of uPVC casement fixed windows or ventilators manufactured in ISO 9001:2000 & 14001:2004 certified company. Frame : Made from the Extruded uPVC Window Profile Section of size 60 x 60mm having outer wall thickness of 2.25mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2mm thick G/J/U/O TYPE GI section. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. Fix Mullion made of 76 x 60mm uPVC Profile Section with steel reinforcement shall be provided in windows as per the requirement. Frame shall have ‘O’ type EPDM gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Glazing bead of size 34 x 20mm with ‘K’ & ‘O’ type inner and outer EPDM weather seal gaskets alongwith 5mm thick ISI make plain float glass.All welding joints of frame and shutter shall be cleaned and milled with the CNC mechanism to provide uniform grooved finish on all visible joints. Hardware : Installation at Site : Complete window is to be installed on site with 10 x 100mm fastners with white cap in existing pre-finished wall cut-out cemented to glass level plane at all height & width and silicon glue is applied to fill up the crevices between wall and window frame. Complete in all respect as per the drawing and specifications and direction of engineer-in-charge. |
| 50 | (10.23) Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete. |
| 51 | (7.8) Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 52 | (5.13) Providing and fixing fine dressed sand stone \"Dasa/coping\" as per existing matching , fixing in grinded lime surkhi mortar 1:2 including pointing in cream and stone powder 1:1 with an admixture of pigment to match the shade of stone complete in all respect. |
| 53 | Sanitary Work |
| 54 | (1.2) P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: |
| 55 | (1.2.2) Size 580x440mm. |
| 56 | (1.4) P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 57 | (1.7) P & F water closet Seat Covers with brass hinges complete : |
| 58 | (1.7.1) Solid PVC (IS 2548 marked) grade-I Black for EWC. |
| 59 | (1.8) P & F C.P. lugs for toilet seat cover. |
| 60 | (1.2) P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: |
| 61 | (1.20.2) PVC with PVC bend as per IS : 7231. |
| 62 | (1.36) P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : |
| 63 | (1.36.3) Size 550 mm x 400 mm |
| 64 | (1.36.8) Size 550 mm x 400 mm dia for counter top |
| 65 | (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 up-to floor level complete including cutting and making good the wall & floor : |
| 66 | (1.38.9) 1.0 mm thick stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling. |
| 67 | () Overall size Bowl size |
| 68 | () (inches) (inches) |
| 69 | (1.38.9.4) 37 x 18 x 7 17x15x7 (with drain board) |
| 70 | (1.41) P & F Bottle Trap of approved make : |
| 71 | (1.41.1) C.P Brass 32 mm |
| 72 | (1.44) P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. |
| 73 | (1.44.1) Size 600 x 450mm x 4 mm thick |
| 74 | (1.48) P & F Grating of approved quality/make: |
| 75 | (1.48.2) Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make |
| 76 | (1.51) P & F Toilet Paper Holder with rod of approved quality/make: |
| 77 | (1.51.2) C.P. brass heavy & Superior quality. |
| 78 | (1.52) P & F Soap Dish or Tray of approved quality/make |
| 79 | (1.52.2) C.P. brass heavy and superior quality. |
| 80 | (1.65) P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of approved make and heavy as per direction of Enginner-in-Charge |
| 81 | (2.12) P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 82 | (2.12.1) C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 83 | (2.13.3) P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe with C.P. Brass nuts upto length, 300mm (-do-) 450mm. |
| 84 | (2.7) P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 85 | (2.7.3) C.P. Brass bib cock,15mm nominal bore. |
| 86 | (2.7.4) (-do-) Long body, 15mm nominal bore weight not less than 690 gm |
| 87 | (2.7.6) (-do-) Elbow-action, 15mm nominal bore. |
| 88 | (2.6.4) C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore. |
| 89 | (2.33) Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge |
| 90 | (2.33.9) Concealed stop cock 15 mm nominal size |
| 91 | (1.47) P & F Towel Rail or Ring of approved quality/make: |
| 92 | (1.47.8) C.P. Brass Towel Ring revolving type |
| 93 | (2.37) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) |
| 94 | (2.37.3) 25 mm nominal size |
| 95 | (2.37.4) 32mm nominal size |
| 96 | (2.37.5) 40 mm nominal size |
| 97 | (2.38) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) |
| 98 | (2.38.2) 20mm nominal size |
| 99 | (2.38.3) 25 mm nominal size |
| 100 | (2.39) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). |
| 101 | (2.39.4) 32 mm dia nominal bore. |
| 102 | (2.2) P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 103 | (2.2.7) 65mm dia nominal bore (B class) |
| 104 | (2.3) Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 105 | (2.3.2) Beyond 25mm & upto 100mm dia |
| 106 | (2.15) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 107 | (2.15.3) (-do-) 25mm nominal bore. |
| 108 | (2.15.5) (-do-) 40mm nominal bore. |
| 109 | (3.44) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 110 | (3.44.1) 75 mm dia |
| 111 | (3.44.2) 110 mm dia |
| 112 | (3.45) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 113 | (3.45.1) Coupler |
| 114 | ((i)) 75mm dia |
| 115 | ((ii)) 110mm dia |
| 116 | (3.45.4) Bend 87.5 Dg. |
| 117 | ((i)) 75mm dia |
| 118 | ((ii)) 110mm dia |
| 119 | (3.45.5) Bend 45 Dg. |
| 120 | ((i)) 75mm dia |
| 121 | ((ii)) 110mm dia |
| 122 | (3.45.6) Door Bend 87.5 Dg. |
| 123 | ((i)) 75mm dia |
| 124 | ((ii)) 110mm dia |
| 125 | (3.45.7) Single \"Y\" |
| 126 | ((i)) 75mm dia |
| 127 | ((ii)) 110mm dia |
| 128 | (3.45.16) Single Tee |
| 129 | ((i)) 75mm dia |
| 130 | ((ii)) 110mm dia |
| 131 | (3.45.11) Socket Plug |
| 132 | ((i)) 75mm dia |
| 133 | ((ii)) 110mm dia |
| 134 | (3.45.12) Pipe Clip |
| 135 | ((i)) 75mm dia |
| 136 | ((ii)) 110mm dia |
| 137 | (3.45.17) Single Tee with Door |
| 138 | ((i)) 75mm dia |
| 139 | ((ii)) 110mm dia |
| 140 | (3.45.25) Nahni Trap with Jali 4” |
| 141 | () 110mm dia |
| 142 | (3.45.30) Vent Cowel |
| 143 | () 110mm dia |
| 144 | (3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 145 | (3.16.3) 110 mm dia |
| 146 | (3.8) Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 147 | (3.8.2) 150mm dia Internal |
| 148 | (3.8.3) 200mm dia Internal |
| 149 | (3.16.4) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 150 | (3.16.5.2) Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. |
| 151 | (3.17.1 (iii)) Coupler (socket) 160 mm |
| 152 | (3.17.9 (iii)) Bend 87 .5 160 mm |
| 153 | (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, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. |
| 154 | (3.5.1) Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. |
| 155 | (3.19) Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster 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-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 156 | (3.19.1) Depth up to 0.5 M |
| 157 | (3.2) Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design : |
| 158 | (3.20.1) Depth up to 1.5 M |
| 159 | (3.21) Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 160 | (3.21.1) Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. |
| 161 | (3.21.2) Inside size size 450 x 450mm depth upto 0.5 M Cement cover with frame |
| 162 | (3.27.3) Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 163 | (3.35.3) Construction of open Drain with 112mm thick brick masonry in CM 1:4 Semi circular S.W. glazed channel (confirming to IS Standards) fixed with cement mortar 1:1 over a bed of 100mm thick C.C. 1:5:10, filling of edged with M-15 grade C.C. flooring, 12mm cement plaster 1:4, over all exposed faces, excavation & disposal of earth with in a lead of 50 mtr complete as per approved drawings :250 mm drain,225mm Av. depth width 25 Cm S.W. glazed channel. |
| 164 | (2.26) P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: |
| 165 | (2.26.3) 500 (-do-) |
| 166 | (8.25) P & F of Direct on line (DOL) / Star - Delta Starter as per IEC type-2 Co-ordination chart of OEM in Existing Panel with circuit breaker having inbuilt overload protection or separate thermal Overload relay , Short circuit, phase loss protection, suitable Contactors, including wiring between switchgears, Indicating lamps for R,Y,B,ON,OFF, Push button for ON, OFF, Volt meter, Ammeter, selector switch for local/remote, auto/manual/OFF operation. Cast resin CT\"s, provision for potential free contacts making connection, testing etc. as required. All as per pre approved by Engineer in charge. |
| 167 | (8.25.1) Direct on line (DOL) Starter with following Motor rating |
| 168 | (8.25.1.9) Motor rating 11.0 KW |
| 169 | (11.3) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it\"s own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 170 | (11.3.1) 1.5 Sq. mm |
| 171 | (11.3.1.1) 2 core |
| 172 | (11.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it\"s own in house NABL accrediated Laboratory for testing procedure as per IS:10810. |
| 173 | (11.2.1) 4.0 Sq. mm (EXTERNAL LIGHTING) |
| 174 | (11.2.1.3) 4 core |
| 175 | (11.2.3) 10.0 Sq. mm |
| 176 | (11.2.3.3) 4 core |
| 177 | (11.2.4) 16.0 Sq. mm |
| 178 | (11.2.4.3) 4 core |
| 179 | (21.6) SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011 with required accessories including making connection suitable for Bore well. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. |
| 180 | (21.6.2) 150 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. |
| 181 | (21.6.2.5) 12.5 HP, 3-Ø, (78 - 126)Mtr, (395-245) LPM |
| 182 | (21.12) Supply & fixing of GI pipes confirming to IS : 1239 P - 1 ( 2004 ) with flanges duly screwed & welded including rubber washer, nuts & bolts of 8mm dia complete in all respect.All as per pre approved by Engineer in charge. |
| 183 | (21.12.3) B class 50mm dia |
| 184 | (4.7) P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. |
| 185 | (4.7.4) 6.0 Sq.mm 3 core flat / Round |
| 186 | (12.12) P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in charge. |
| 187 | (12.12.3) 75 mm |
| 188 | (12.12.5) 110 mm |
| 189 | (6.16) Providing & Fixing of Recessed/surface mounting heavy duty Vertical TPN Distribution board with Metal end box with provision of incomer suitable for 3/4 pole MCCB and SP / TP MCB as outgoing ,made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted with reversible door (for double door DB only ) complete with insulated 160 (upto 160 A Incomer) / 250 Amp. copper bus bar, neutral bars with shrouds, earth bar , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. |
| 190 | (6.16.2) Double door IP-43 & IK-09 with Provision of Incomer MCCB 160 A Rating with Metal end box |
| 191 | (6.16.2.3) 8 Way |
| 192 | (6.16.2.4) 12 Way |
| 193 | (6.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. |
| 194 | (6.1.1) Single pole MCB (With B/C curve tripping Characteristics) |
| 195 | (6.1.1.2) 6 A to 32 A rating |
| 196 | (6.1.3) Triple pole MCB (With B/C curve trippingCharacteristics) |
| 197 | (6.1.3.2) 6 A to 32 A rating |
| 198 | (6.1.3.4) 50/63 A rating |
| 199 | (6.1.4) Four pole MCB (With B/C curve tripping Characteristics) |
| 200 | (6.1.4.2) 6 A to 32 A rating |
| 201 | (6.1.4.4) 50/63 A rating |
| 202 | (14.23) Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:For thickness of tiles 10mm to 25mm. |
| 203 | (13.1) Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 204 | (7.13) Providing and fixing 1st quality MAT finished ceremic tile 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 slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 205 | (7.12) Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light 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 finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 206 | (16.18) Providing and fixing to existing door frames 30mm thick factory made polyvinyl chloride (PVC) door shutter made of stiles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2mm +/- 0.2mm with inbuilt decorative moulding edging on one side. The stiles and rails mitred and joined and the corners by means of M.S.galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0mmand stainless steel screws. The stiles of the shutter reinforced by inserting galvanized M.S.tube of size 25x20 mm and 1mm +/- 0.1mm wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2mm +/- 0.2mm wall thickness fixed to the shutter stiles by means of plastic/galvanized M.S.tube ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 610mm,having overall thickness of 20mm and 1mm+/- 0.1mm wall thickness.The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanized M.S.rod and fastened with nuts and washers.complete as per manufacturer’s specification and direction of Engineer-in-charge.(For W.C.and bathroom door shutter) |
| 207 | (16.19) Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. |
| 208 | (12.40.2) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. Old work (One or more coats ) |
| 209 | (12.43.2) Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision Old Work |
| 210 | Sanitary Work |
| 211 | (1.4) P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 212 | (1.7) P & F water closet Seat Covers with brass hinges complete : |
| 213 | (1.7.1) Solid PVC (IS 2548 marked) grade-I Black for EWC. |
| 214 | (1.8) P & F C.P. lugs for toilet seat cover. |
| 215 | (1.14) P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. |
| 216 | (1.14.2) Flat Back (large) or half stall size 610x400x80mm. |
| 217 | (1.16) P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. |
| 218 | (1.16.1) Makrana II quality marble having light spots |
| 219 | (1.2) P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: |
| 220 | (1.20.2) PVC with PVC bend as per IS : 7231. |
| 221 | (1.29.1) P & F C.P. brass Urinal Spreader for stall urinal of approved make. |
| 222 | (1.36) P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : |
| 223 | (1.36.3) Size 550 mm x 400 mm |
| 224 | (1.48) P & F Grating of approved quality/make: |
| 225 | (1.48.2) Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make |
| 226 | (1.52) P & F Soap Dish or Tray of approved quality/make |
| 227 | (1.52.2) C.P. brass heavy and superior quality. |
| 228 | (1.65) P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of approved make and heavy as per direction of Enginner-in-Charge |
| 229 | (2.12) P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 230 | (2.12.1) C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 231 | (2.13.3) P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe with C.P. Brass nuts upto length, 300mm (-do-) 450mm. |
| 232 | (2.7) P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 233 | (2.7.3) C.P. Brass bib cock,15mm nominal bore. |
| 234 | (2.33) Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge |
| 235 | (2.33.9) Concealed stop cock 15 mm nominal size |
| 236 | (2.38) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) |
| 237 | (2.38.2) 20mm nominal size |
| 238 | (2.38.3) 25 mm nominal size |
| 239 | (3.44) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 240 | (3.44.1) 75 mm dia |
| 241 | (3.44.2) 110 mm dia |
| 242 | (3.45) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 243 | (3.45.1) Coupler |
| 244 | ((i)) 75mm dia |
| 245 | ((ii)) 110mm dia |
| 246 | (3.45.4) Bend 87.5 Dg. |
| 247 | ((i)) 75mm dia |
| 248 | ((ii)) 110mm dia |
| 249 | (3.45.5) Bend 45 Dg. |
| 250 | ((i)) 75mm dia |
| 251 | ((ii)) 110mm dia |
| 252 | (3.45.6) Door Bend 87.5 Dg. |
| 253 | ((i)) 75mm dia |
| 254 | ((ii)) 110mm dia |
| 255 | (3.45.7) Single \"Y\" |
| 256 | ((i)) 75mm dia |
| 257 | ((ii)) 110mm dia |
| 258 | (3.45.16) Single Tee |
| 259 | ((i)) 75mm dia |
| 260 | ((ii)) 110mm dia |
| 261 | (3.45.11) Socket Plug |
| 262 | ((i)) 75mm dia |
| 263 | ((ii)) 110mm dia |
| 264 | (3.45.12) Pipe Clip |
| 265 | ((i)) 75mm dia |
| 266 | ((ii)) 110mm dia |
| 267 | (3.45.17) Single Tee with Door |
| 268 | ((i)) 75mm dia |
| 269 | ((ii)) 110mm dia |
| 270 | (3.45.25) Nahni Trap with Jali 4” |
| 271 | () 110mm dia |
| 272 | (3.45.30) Vent Cowel |
| 273 | () 110mm dia |
| 274 | (3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 275 | (3.16.3) 110 mm dia |
| 276 | (3.8) Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 277 | (3.8.2) 150mm dia Internal |
| 278 | (3.16.4) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 279 | (3.16.5.2) Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc. |
| 280 | (3.17.1 (iii)) Coupler (socket) 160 mm |
| 281 | (3.17.9 (iii)) Bend 87 .5 160 mm |
| 282 | (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, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. |
| 283 | (3.5.1) Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. |
| 284 | (3.21) Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 285 | (3.21.2) Inside size size 450 x 450mm depth upto 0.5 M Cement cover with frame |
| 286 | (13.1) Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 287 | (12.42) Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 288 | (14.23) Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:For thickness of tiles 10mm to 25mm. |
| 289 | (1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 290 | (3.1.4) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 291 | (4.3.2) Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do-. |
| 292 | (4.2.4) Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200mm –do-. |
| 293 | (4.5.4) Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 mm Nominal bore of pipe |
| 294 | (4.6.2) Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200mm-do-. |
| 295 | (4.21.2) Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of 8 mm dia complete in all respect I.S.1239 Marked. B Class 80 mm dia |
| 296 | (4.8.4) S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: |
| 297 | (4.9) S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 298 | (4.4) Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 299 | (11) Chattri(small size) Construction/Providing and Fixing of Chattari with Dulmera hard stone having 04 pillars circular in shape of 2400 mm height. Pillar having top & bottom architectural design. On the top of the pillar Dome shape chatri is placed with architectural view & Fully handicraft design, cantilever coming out from Pillars all around. The size of Chattri is 1200mmx1200mmx2400mm and total height 2400 mm Base of Chattari with around architectural view in handicraft design. work completed in all respect and direction given by engineer incharge |
| 300 | (3.1.4) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 301 | (1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 302 | (6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 303 | (5.16.2) Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 304 | (5.3.2) Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey. Upto 45 cm length and two corners are free |
| 305 | (3.7.1) Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick. |
| 306 | (3.8) Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 307 | (12.3.2) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20 mm thick. |
| 308 | (12.43) Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision |
| 309 | (RUIDP SOR 2023 76.1) Supply, installation testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Unility Scale Solar Power Projects with 25 years of linear generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space. Installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays. Easy & fast connection, Built in string level monitoring, IP 65 protection level, Wi-Fi/ internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in-charge. Note: There shall be 5 year service warranty for panel, inverter meter, cable etc, and suitable provision shall be included in tender document |
| 310 | (76.1.1) Solar panels up to 10 KW at a single location |
| 311 | (RUIDP9.13) Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 312 | Providing/Carving/Fixing of placing of Dustbin in Bansi Paharpur stone with Carved Arch pattern and wire mash litter bin inside , over all size of dust bin will be 900x900x1200 as per detail drawing and as directed by engineer incharge complete in all respect. |
| 313 | Providing,carving and Fixing of interpretive signages in Bansi paharpur stone of size 1000x1300x50 mm on inclined plane .Engraving,painting of latters as per drawing and design.The signage stone shall be fixed on the post of same stone of size 300x 300 x 1050 above ground and 1/3 of total heigt of post shall be embedded in ground with neccesary earthwork and concreting etc.complete as per details and drawings and as directed by engineer incharge. |
| 314 | PERFICIENT Storage Type Water Cooler 40 LPH Cooling Capacity PERFICIENTR (PERFICIENT 40 SS) Cooling Capacity Rating of Water Cooler (In LPH) 40, Type of Pressure Water Cooler Faucet Type, Cooler which store or cool water in the same container,Storage unit material as per clause no 6.8 of IS 1475 (Part 1) / Storage type unit as per clause no. 5.9 of IS 1475 : 2024 Stainless Steel 304, Refrigerant properties As per Clause No. 6.5 of IS1475 (Part 1), Number of Faucets 2, Type of Compressor Reciprocating, Three-core cable conforming to IS 9968 (Part 1) or IS 694 of at least 1.5 meters As per Clause 6.16 of IS 1475 (Part 1), Storage Capacity for Storage Type Water Coolers (In Liters) 60 |
| 315 | SITC of Decorative LED post top lantern (approved by department) System power consumption 90W(nominal), Color temperature 3000K(WW)/5700K(CW), Color rendering index(CRI) ≥70. Fixture should be designed with a classic look and using new generation technology in LED to enliven your outdoor areas in perfect synchronization with functionality and aesthetics. Family of post-top lanterns designed to compliment the geometry of the area with heritage touch. Operating temperature: 50 °C. Operating voltage range: 140 V - 270 V. Average life L70B50: 50000 hours. Housing should be elegantly designed pressure die casted heat sink for efficient thermal management and sturdiness. Luminaire finish should be UV protected pure polyester powder coated grey with phosphochromate treatment. Luminaire should be with PC lens to ensure better uniformity of light distribution. High efficiency long life LED module with SMD LED package mounted on MCPCB. Led Lumen efficacy of LED >140 lm/W and viewing angle of 120° to ensure better uniformity. Total System Lumens 10800 lm/System lumen 120 lm/watt(Nominal).Fixture should be THD≤ 10%, Power Factor>0.95, Potted driver,BIS Certified, Fixture dimension should be Dia 540 ±2% mm, height 620 ±2% mm, mounting pole inner dia 41mm ±2%. Fixture should be equipped IK08,IP66 protection rating, Fixture driver should be - Built-in potted electronic LED driver with APFC , Open Circuit Protection, over Voltage protection, Surge Voltage Protection upto 10kV With Built In SPD & other safety test as per 15885 Part-2/Sec 13. Lm79 & LM80 reports, BIS Certificates test reports to be provided from in house NABL Lab with latest Photo-goniometer, Design attached. Make Havells, Lustre illuminations, K-Lite, Transrail,Bajaj |
| 316 | Supply and installation of ornamental decorative casting Pole hot dipped galvanised mild steel step pole with grey powder finish with single arm bracket. Total height of the pole with single arm bracket shall be 6000 mm nominal above the ground & 8000mm inclusive of armbracket. The pole must have two ornamental decorative casting in Golden color made of Pressure Die casting in aluminium at Bottom and middle. The pole shall have window cutting of 300 mm x 100 mm weatherproof flush door & locking arrangement for housing of the pole to accommodate electrical accessorieThe decorative pole shall be duly pre-treated and painted UV resistant coating in Grey color shade. The Pole & the cast iron embellishments should be machined & polished properly to get the smooth finish. The coating should have a DFT of 80-90 microns. three Stage treatment with PU based etch primer,Zinc phosphate primer and Poly Urethane paint 40 microns of approved color & prescribed for such surfaces to make it absolutely rust and corrosion proof, as well as giving it a pleasing appearance,The body of the pole shall be machined and polished properly to give it a smooth surface as per IS 2629 and IS2633 Mild steel base plate with 10 mm thickness, having 4 holes of 20 mm dia at a distance of 225mm. Top 76mm, Bottom, 140 mm, Base Plate 250X225X10 mm. Sturdy design made of 76mm dia GI pipe for pole mounting and 48mm dia GI pile for product installation. Golden knob is provided at the top to enhance the aesthetics of the product.Hot dip galvanised with minimum average GI coating of 35μm. PU(Polyurethane) Painted with avg. thickness of 80μm in Grey color (RAL-7024). The grade of cast iron embellishments shall be FG-220. Length of Arm 1000mm/2000mm. Arm mounting dia 48x76 mm . Design attached. Make:- Havells, Lustre illuminations, K-Lite, Transrail,Bajaj |
| 317 | Rough Chisel dressed Sand stone 35 mm thick flooring of approved shade set over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects :Red sand stone (Bijolia stone) Please Enable Macros to View BoQ information |
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