Rural Development And Panchayats Department has published Construction Of Block Development Office Building Nahan As Per Dnit. Submission Date for this Tender is 14-07-2021. Building Work Tenders in Nahan Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: C/o Block Development Office Building at Nahan, Tehsil Nahan Distt. Sirmour (H.P.). ( Building portion including WS & SI) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (i) All kinds of soil. | BI01010001010000000000000515BI0100001113 | 637.875 | Cum |
| 2 | 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. (all kinds of soil | 564.82 | Cum | |
| 3 | 3 | Supplying and filling in plinth with sand under floors,including watering, ramming, consolidating and dressing complete. (Code No. 2.27) Page No.68 | 64.206 | Cum | |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth leve 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) (Code No. 4.1.8) Page No.73 | 159.702 | Cum | |
| 5 | 5 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone\naggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) (Code No. 7.1) Page No.100 | 46.508 | Cum | |
| 6 | 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)\n | 287.549 | Cum | |
| 7 | 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)\n | 944.98 | sqm | |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : | |||
| 9 | 8.1 | Foundations, footings, bases for columns | 97.65 | Sqm | |
| 10 | 8.2 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 177.38 | Sqm | |
| 11 | 8.3 | Columns, Pillars, Piers, Abutments, Posts and Struts | 378.9 | Sqm | |
| 12 | 8.4 | Suspended floors, roofs, landings, balconies and access platform (Code No. 5.9.3) Page No.80 | 974.919 | Sqm | |
| 13 | 8.5 | Retaining Wall | 491.7 | Sqm | |
| 14 | 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering,shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size).all work up to plinth level. | |||
| 15 | 9.1 | 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size). (Code No. 5.1.2 ) Page No.79 | 190.035 | Cum | |
| 16 | 9.2 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,\nabutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) (Code No. 5.2.2 ) Page No.79) | 98.782 | Cum | |
| 17 | 9.3 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies,\nshelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand) :3 graded stone aggregate 20 mm nominal size). (Code No. 5.3) Page No.79) | 152.778 | Cum | |
| 18 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (Code No. 5.22) Page No.83 | 73564.6 | Kg | |
| 19 | 11 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash\nfasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately. Sal wood (Code No. 9.1) Page No.114 | 6.642 | Cum | |
| 20 | 12 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-incharge.35 mm thick shutters. ( 2nd class Teak wood) | 229.093 | Sqm | |
| 21 | 13 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand :\n6 graded stone aggregate 20mm nominal size). (Code No. 9.53) Page No.123) | 716 | each | |
| 22 | 14 | 4 mm thick glass pane (weight not less than\n10 kg per sqm) | 113.305 | sqm | |
| 23 | 15 | 15 mm cement plaster on the rough side of single or half brick wall of mix. 1:6 (1 cement: 6 fine sand). (Code No. 13.2.2) Page No.196) | 3721.58 | Sqm | |
| 24 | 16 | 6MM CEMENT PLASTER 1:3 (1 cement : 3 fine sand) | 982.947 | Sqm | |
| 25 | 17 | Marble work gang saw cut (polished and machine cut) of lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). Kota stone slabs exposed face dressed and rubbed. 25 mm thick. (Code No. 8.18) Page No.109 | 342.15 | Sqm | |
| 26 | 18 | ii) Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement andmatching pigments etc., complete. size 600x600 mm. (Code No. 11.41.2) Page No.173 | 1148.49 | Sqm | |
| 27 | 19 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any sizeas approved by Engineer-in-Charge, in skirting, risers of\nsteps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing\nin white cement mixed with pigment of matching shade complete.(Code No. 8.31) Page No.111 | 662.795 | Sqm | |
| 28 | 20 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,\nfacias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints\ntreated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding\nand polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade. (Code No. 8.2.2) Page No.105 | 56.213 | Sqm | |
| 29 | 21 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (Code No. 13.80) Page No.205 | 3634.43 | Sqm | |
| 30 | 22 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work. (Code No. 13.60.1) Page No.203 | 3634.43 | Sqm | |
| 31 | 23 | Finishing walls with Acrylic Smooth exterior paint of required shade.New work (Two or more coat applied @ 1.67ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). (Code No. 13.46.1. Page No.201 | 834.27 | Sqm | |
| 32 | 24 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : Second class teak wood | 155.023 | Sqm | |
| 33 | 25 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steelprimer all complete.Fixed to steel windows by welding. (Code No. 9.48.1. Page No.122 | 3875.56 | Kg | |
| 34 | 26 | Polishing on wood work with ready mixed wax polish of approved brand and manufacture.New work. (Code No. 9.62 Page No.204 | 229.093 | Sqm. | |
| 35 | 27 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete. 300x16mm (Code No. 9.62. Page No.124) | 52 | Nos. | |
| 36 | 28 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete. 150mmx10mm | 245 | Nos. | |
| 37 | 29 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 100x75x3.50 mm (Code No. 9.56.2. Page No.123) | 655 | Nos. | |
| 38 | 29.1 | 75x60x3.10 mm | 80 | Nos. | |
| 39 | 30.01 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete.100 mm. (Code No. 9.66.2. Page No.123) | 175 | Nos. | |
| 40 | 30.02 | 75mm | 90 | Nos. | |
| 41 | 31 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.M.S. tube (Code No. 10.26 Page No.163) | 1103.81 | Kg | |
| 42 | 32 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 6508.19 | kg | |
| 43 | 33 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gm/ m² \nsqm | 355.55 | sqm | |
| 44 | 34 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen\nwashers complete.0.63 mm thick with zinc coating not less than 275 gm/m²\n². (Code No. 12.4.1. Page No.178) | 59.59 | mtr | |
| 45 | 35 | Providing and fixing 15 cm wide, 45 cm overall semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/m²\n. (Code No. 12.7.1. Page No.179) | 80.7 | mtr | |
| 46 | 36 | Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). (Code No. 6.44. Page No.99) | 33.98 | sqm | |
| 47 | 37 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand,\nincluding necessary excavation, levelling & dressing & finishing the top smooth. (Code No. 4.17. Page No.76) | 33.98 | Sqm | |
| 48 | 38 | Constructing course rubble hammer dressed " U " shape open surface drain with side wall 15x22 cm in cement mortar 1:6 ( one cement : six sand ) & inside plastering with cement plaster 1 : 3 ( One cement : three sand ) including earth work & laying 10cm cement concrete in 1:5:10 ( One cement : five sand : ten graded stone aggregate of 40mm nominal size ) & 7.5cm cement concrete 1:2:4 ( one cement : two sand : four graded stone aggregate of 20mm nominal size ) & finished with floating coat of neat cement complete as per standard design. | 115.52 | Sqm | |
| 49 | 39 | Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-\nCharge. With decorative veneering on one side and commercial veneering on other side. (Code No. 9.130.1. Page No.140) | 262.005 | Sqm | |
| 50 | 40 | Providing & fixing false ceiling at all height including providing & fixing of framework made of special section,power pressed from M.S. sheets and galvanised with\nzinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at\n1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the\nperimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry\nwall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board\nwith recommended jointing compounds, jointing\ntapes,finishing with jointing compounds in three layers\ncovering up to 150mm on both sides of joints and two\ncoats of primer suitable for boards, all as per\nmanufacture's specification and also including the cost\nof making opening for light fittings, grills, diffusers, cut\nouts made with frame of perimeter channels suitably\nfixed, all complete as per drawings, specificaton and\ndirection of the Engineer in charge but excluding the\ncost of painting with: | |||
| 51 | 40.01 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process (Code No. 12.59.1 Page No.194) | 865.918 | Sqm | |
| 52 | 41 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required\nstrength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. (Code No. 16.91.2 Page No.251) | 265 | Sqm | |
| 53 | 42 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together\nthrough their entire length and jointed together at the end by end locks,mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. s8te0exl1.w25orkmmin Ms.iSng.lelathssecwtioithn,1f.i2x5edmm withthicokr top cover. (Code No. 10.6.1 Page No.160) | 5.28 | Sqm | |
| 54 | 43 | Providing and fixing vitreous china wash down closet (European type W.C. pan ) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (one cement : one sand) seat and cover to be measured and paid for separately angle Indian universal closet including carriage of material up to all leads and lifts in all floors.(Ordinary Closet) | 13 | each | |
| 55 | 44 | Providing and fixing vitreous china wash down water closet squatting pan (Indian type W.C. pan) of Cera , Hindware or equvalent)of size 580mm (earth work bed concrete, trap to be measured and paid for seprately . Orissa pattern | 17 | Each | |
| 56 | 45 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:\n | |||
| 57 | 45.01 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | 4 | each | |
| 58 | 45.02 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap\n | 7 | each | |
| 59 | 46 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore | 12 | no. | |
| 60 | 47 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore | 12 | no. | |
| 61 | 48 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore 15 mm nominal bore | 4 | no. | |
| 62 | 49 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end25 mm nominal bore | 1 | no. | |
| 63 | 50 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :510x1040 mm bowl depth 250 | 1 | no. | |
| 64 | 51 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | 2 | no. | |
| 65 | 52 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | 3 | no. | |
| 66 | 53 | Providing and fixing toilet paper holder C.P. brass | 2 | no. | |
| 67 | 54 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15mm | 2 | no. | |
| 68 | 55 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc | |||
| 69 | 55.01 | 15 mm (fifteen millimeters) nominal bore | 30 | Rmt. | |
| 70 | 55.02 | 20 mm (twenty millimeters) nominal bore | 30 | Rmt. | |
| 71 | 56 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. | |||
| 72 | 56.01 | 15 mm (fifteen millimeters) nominal bore | 30 | Mtr. | |
| 73 | 56.02 | 20 mm (twenty millimeters) nominal bore | 30 | Mtr. | |
| 74 | 57 | Providing and fixing G.I. fitting in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :\n | |||
| 75 | 57.01 | GI union 15 mm nominal bore | 125 | each | |
| 76 | 58 | Equal Tee 18.92.1 | |||
| 77 | 58.01 | For 15.88 mm outer dia pipe | 15 | each | |
| 78 | 58.02 | For 22.22 mm outer dia pipe | 15 | each | |
| 79 | 59 | Reducing Tee 18.93.1 | |||
| 80 | 59.01 | For 22.22 mm x 15.88 mm outer dia pipe | 15 | each | |
| 81 | 60 | Valve Connector 18.98.1 | |||
| 82 | 60.01 | For 15.88 mm outer dia x 15 mm nominal dia threaded | 12 | each | |
| 83 | 60.02 | For 22.22 mm outer dia x 15 mm nominal dia threaded | 12 | each | |
| 84 | 61 | Female Threaded Elbow 90° 18.99.1 | |||
| 85 | 61.01 | For 15.88 mm outer dia x 15 mm nominal | 25 | each | |
| 86 | 61.02 | For 22.22 mm outer dia x 15 mm nominal dia threaded | 25 | each | |
| 87 | 62 | Male Thread Connector/ Adapter | |||
| 88 | 62.01 | For 15.88 mm outer dia x 15 mm nominal dia threaded | 10 | each | |
| 89 | 62.02 | For 22.22 mm outer dia x 15 mm nominal dia threaded | 10 | each | |
| 90 | 63 | Female Thread Connector/ Adapter | |||
| 91 | 63.01 | For 15.88 mm outer dia x 15 mm nominal dia threaded\n | 10 | each | |
| 92 | 63.02 | For 22.22 mm outer dia x 15 mmnominal dia threaded | 10 | each | |
| 93 | 64 | Coupler | |||
| 94 | 64.01 | 1216 (16 mm OD) pipe | 10 | each | |
| 95 | 64.02 | 1620 (20 mm OD) pipe | 10 | each | |
| 96 | 65 | Providing and fixing PVC water storage tank of Sintex or equvalent make of ISI :12701 Marked ,G.I. inlet and outlet connection , 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting up to all heights above ground Level (1000 litres net capacity tank)including carriage of material upto all leads and lifts in all floor | 3000 | Ltr | |
| 97 | 66 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | |||
| 98 | 66.01 | 75 mm nominal size (seventy five millimeters) size | 30 | Rmt | |
| 99 | 66.02 | 110 mm nominal size (one hundred ten millimeters) size | 62 | Rmt | |
| 100 | 67 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | |||
| 101 | 67.01 | Coupler 75 mm | 4 | each | |
| 102 | 67.02 | Coupler 110 mm | 4 | each | |
| 103 | 68 | Bend 87.5° | |||
| 104 | 68.01 | 75 mm | 4 | each | |
| 105 | 68.02 | 110 mm | 4 | each | |
| 106 | 69.01 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia | 60 | Rmt. | |
| 107 | 69.02 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm. dia | 60 | Rmt. | |
| 108 | 70.01 | uPVC pushfit coupler (single) 75 mm thick each | 20 | Each | |
| 109 | 70.02 | uPVC pushfit coupler (single) 110 mm thick each | 20 | Each | |
| 110 | 71.01 | uPVC single equal Tee (without door) 75x75x75 mm | 10 | Each | |
| 111 | 71.02 | uPVC single equal Tee (without door) 110mm dia | 10 | Each | |
| 112 | 72.01 | uPVC single equal Tee (with door) 75x75x75 mm | 10 | Each | |
| 113 | 72.02 | uPVC single equal Tee (with door) 110x110x110 mm | 10 | Each | |
| 114 | 73 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design | |||
| 115 | 73.01 | Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 5 | No. | |
| 116 | 74 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | |||
| 117 | 74.01 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | 3 | No. | |
| 118 | 75 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions | 1 | no. |
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