Animal Husbandry And Veterinary Department Tender
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Costs
EMD
₹ 1,29,200Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Construction Of Sdvo Office Building With Water Supply Arrangement, Sanitaty Works, Construction Of Boundary Wall, Approach Road, Internal And External Electrical Works At State Vety. Dispensary Complex, Sonari In Charaidew Dist
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_AHVD_30644_1Bid Award Id
ViewTender No
RIDF-XXVII/Charaidew/22-23/2Tender Authority
Animal Husbandry And Veterinary Department ViewPurchaser Address
-Website
http://https://veterinary.assam.gov.in/
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Documents
BOQ Items
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4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth
level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size
derived from natural sources)
13.41
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6.1.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
22.9
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5.1.3 Providing and laying in position specified grade of reinforced cement B15concrete, excluding the cost of centering, shuttering, finishing and renforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size de
rived from natural sources)
28.55
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5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)
20.13
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5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, 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(zone-III) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources).
4.99
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2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and
watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
137.13
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5.22.3 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level. Cold twisted bars
5421.65
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4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
29.85
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
150.83
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
216.01
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
248.52
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5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.19 Weather shade, Chajjas, corbels etc., including edges
80.82
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10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)
258.34
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6.4 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 :
6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
40.76
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6.3 Brick work with common burnt clay machine moulded perforated bricks
of class designation 12.5 conforming to IS: 2222 in superstructure above
plinth level up to floor five level in cement mortar 1:6 (1 cement : 6
coarse sand) :
6.3.1 With F.P.S.(non modular) bricks
17.94
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10.16 Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete.
10.16.1 Hot finished welded type tubes
3792
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12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with haracteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws 6, 0 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work hall be paid separately). 12.65.3 0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
223.95
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12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be -7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) `
21.4
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13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :13.8.2 1:4 (1 cement: 4 fine sand)
827.84
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13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating
coat of neat cement on the rough side of single or half brick wall.
242.03
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9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
17.4
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10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1211.35
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21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM asket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. `
37.62
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10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle nd T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
7.2
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9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding `
836.2
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11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 2mm thick cement hardener consisting of mix 1:B442+B38 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per nufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
184.78
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12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ qm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and ross T" of size ............... 12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 m c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing.
181.33
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9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete.
57.8
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11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3
(1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick
73.9
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8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
22.68
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11.41 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 and matching pigments etc., complete. 11.41.2 Size of Tile 600x600 mm
19.58
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9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance
±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws,
joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1
mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge 9.117.2 Extruded section profile size 42x50 mm
14.4
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9.118 Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with nbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of he shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm nd 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's pecification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
26.46
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13.50 Applying priming coat:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on
wood work (hard and soft wood)
230.24
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13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
13.61.1 Two or more coats on new work
230.24
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13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered
surface to prepare the surface even and smooth complete.
789.62
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13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :13.43.1 Water thinnable cement primer
1238.44
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13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less han 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per anufacturer's specification.13.42.1 Two or more coats on new work
789.62
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13.44 Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
448.82
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4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse and zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived rom natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well ammed and consolidated and grouted with fine sand, including necessary excavation, levelling dressing & finishing the top smooth
26.75
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A N Construction of Drain (₹1231.09/RM)
65.46
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5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, ncluding centering and shuttering, roughening cleaning, fixing and finishing in cement mortar :3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 5.18.1 50 mm thick
6.02
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2.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil
368.6
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10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in osition and applying a priming coat of approved steel primer using structural steel etc. as equired. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
205.2
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13.50 Applying priming coat: 13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel work (second coat)
6.88
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13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.3 Painting Steel work with Deluxe Multi Surface aint to give an even shade. Twoor more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @
0.80 ltr/10 sqm of approved brand and manufacture
6.88
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9.74 Providing and fixing bright finished brass tower bolts (barrel type) with
necessary screws etc. complete :
9.74.1 250x10 mm
18
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9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.92.1 125 mm
12
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9.70 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.70.2 100X58X1.90 mm
24
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9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers nd a pair of lever handles of approved quality with necessary screws etc. complete.
4
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17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with anually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures omplete, including cutting and making good the walls and floors wherever required: 17.1.1 hite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
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17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with ittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard ake and mosquito proof coupling of approved municipal design complete, including painting of ittings and brackets, cutting and making good the walls and floors wherever required :17.3.1 .C. pan with ISI marked white solid plastic seat and lid
1
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17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
4
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7.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and
shade with 6 mm thick hard board backing : 17.32.2 Rectangular shape 453x357 mm
3
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17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials
with snap fittings of approved quality and colour, weighing not less than 105 gms.
3
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17.23 Providing and fixing white vitreous china flat back or wall corner type lipped
front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
1
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17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe.
1
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17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved
quality and colour. 17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective
height of 88 mm, weighing not less than 170 gms
3
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17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729
25.25
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17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 17.38.1.1 Sand cast iron S&S as per IS - 1729
14
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17.35 Providing and fixing soil, waste and vent pipes : 17.35.2 75 mm diameter :
17.35.2.1 Sand cast iron S&S pipe as per IS: 1729
6
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19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain
pipe 100 mm diameter and 1.20 m long complete as per standard design.
1
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19.30 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 ith a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With common burnt clay .P.S. (non modular) bricks of class designation 7.5
1
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18.42 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 18.42.3 Beyond 12 m and up to 18 m depth
36
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23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:
12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.1 100 mm nominal size dia`
36
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18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.
36
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18.19.4.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Vertical
2
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23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
12
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Single phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guard) suitable for 76 mm bore well. 1 HP STAGE 10 to 32 with control panel. SOR: 13-14 Electrical 39.6.2
1
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18.48 Providing and placing on terrace (at all floor levels) polyethylene water
storage tank, IS : 12701 marked, with cover and suitable locking arrangement
and making necessary holes for inlet, outlet and overflow pipes but without
fittings and the base support for tank.
1000
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Hire and running charges of Tripod and Mechanical Winch machine complete with power unit and accessories @ 645
1
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18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with .ne step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal dia Pipes
41
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18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with .ne step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes
49.35
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18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with .ne step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes
99.18
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18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with .ne step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal dia Pipes
40.1
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18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with .ne step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes
22.3
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18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end) :
18.17.1 25 mm nominal bore
2
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18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to
IS:8931 :
18.49.1 15 mm nominal bore
6
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18.50 Providing and fixing C.P. brass long nose bib cock of approved quality
conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore
5
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18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points
of approved quality conforming to IS:8931
18.53.1 15mm nominal bore
7
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18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
18.19.1 25 mm nominal bore
18.19.1.1 Horizontal
2
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18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.19.4 50 mm nominal bore 18.19.4.1 Horizontal
2
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6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in foundations and plinth in :
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)
1.91
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19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 19.19.1.1 Rectangular shape 600x450 mm internal dimensions
2
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17.57 Providing and fixing collar :
17.57.1 100 mm
17.57.1.1 Sand cast iron S&S as per IS - 1729
12
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17.47 Providing and fixing single unequal junction of required degree with access
door, insertion rubber washer 3 mm thick, bolts and nuts complete :
17.47.1 100x100x75 mm
17.47.1.1 Sand cast iron S&S as per IS - 1729
3
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17.19 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 17.19.2 10 litre (full flush) capacity-coloured
3
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16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
100
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16.3 Supplying and stacking at site. 16.3.3 53 mm to 22.4 mm size stone aggregate
20
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16.3 Supplying and stacking at site. 16.3.7 Stone screening 11.2 mm nominal size (Type B)
23
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1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, wi+B119th piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP A
8
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1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, wi+B119th piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP B
12
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1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, wi+B119th piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP C
10
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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP B
15
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1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
150
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1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductr, single core cable in surface/ recessed steel conduit as required. 1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire
79.08
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1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
200
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1.23.3 15/16 A switch
4
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1.38 Supplying and fixing call bell/ buzzer suitable for single phase,
230 V, complete as required.
1
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1.41 Installation, testing and commissioning of pre-wired,
fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
6
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1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
12
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5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
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2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.15.1 25 A
1
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27.1.2 Premium model 1200 mm Sweep (ORIENT PSPO make) / Premium model 1050 / 1200 mm Sweep SS-390 Deco (Havells make) SOR 13-14 Elec
13
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AN ASEB Load Connection @ 5299/KV
4
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36.1 Supplying and erection PSC pole 7.5 metre long, the pole is to be erection in 1:2:3 plain cement concrete foundation of size 1.50 m x 0.45 m x 0.45m having P.C.C base foundation 15 cm x 60 cm x 60cm including edge brick soiling and plastering above G.L. portion (0.30 metre) complete with excavation of earth, handling of Surplus Soil, debris etc. to the proper place and refilling etc. as specified and as directed by the department. SOR 13-14 Elec
2
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A N. LED Tubelight @ Rs.834 / Nos
12
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12.1 Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 4.00 mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required
1
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