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| 1 | Site PreparationEarth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. Rate for a lead upto 25 meter beyond 1 m from cutting edgePlinth work=95’x1’-6”x3’= 427.5t3Foundation for columns = 10(3’x3’x3’) = 270ft3Floor = 25’x20x6’’ = 250 ft3Plinth Protection = 100’x2’-6’’x6’’ = 125 ft3Courtyard= 25’x10’x6’’ + 25’x3’x6’’ = 162.5 cftProtection wall = 30’x1’-6’’x1’-6’’ = 67.5 CftTotal = 1302.5 ft3 = 36.88 m3Area to be excavated keeping in view the earth quake resistance for which a MS mesh(10 mm) is to be provided in the base foundation of the plinth |
| 2 | Providing and laying of cement concrete (1:5:10) using 40mm nominal size nallah stone.Qty:- 95’x1-’6”x3” + 20’x25’x3” + 100’x2’-6’’x3” + 10(3’x3’x3”) + 25’x10’x3” + 25’x3’x3” + 30’x1’x3’’ = 334.37 Cft = 9.46 Cum |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.Qty = 32.23 Cum |
| 4 | 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 10mm bar for Plinth Tie beam= 570’= [email protected] per metre= 107.19 Kg8mm bar for Plinth Tie beam Rings= 285’[email protected] per metre= 34.30 Kg16mm bar for Foundation Column= 292’[email protected] per metre= 142.4 Kg8mm bar of Foundation Column Rings= 460’= [email protected] per metre= 55.37 KgTotal= 339.26 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.6.1 Foundations, footings, bases for columns Quantity = 42.38m2 |
| 6 | 15 mm cement plaster to plinth wall of mix 1 : 4 (1 cement : 4 fine sand) for water tank walls, tank flooring and RCC plinth 1’ of Prefabricated unit AGL. Qty = 100’x1’ + 30’x3’x1 = 190 Sft = 17.65 m2 |
| 7 | Cement concrete flooring and foundation as per the site requirement 1:2:4(1 cement:2 sand:4 graded stone finished with a floating coat of neat cement including cement slurry but excluding the cost of noising of steps complete. 50mm thick 20mm size stone aggregate. Floor area=25’x20’ + 90’x1’ = 590 ft2= 54.81 m2 |
| 8 | Structural Steel work welded in built up section/ framed work including cutting, hosting, applying a priming coat using structural steel. In gratings, frames, guard bard, ladders, railings etc. 6 No. of truses including primer and enamel paint including nut bolts, kingpost, struts etc. Column Square Hollow Pipe Section(70x70x3mm): 10x16’ =160ft= [email protected]/m=305.23 KgMS Square Plate of size (300 x 300 x 8mm) @ 47.1 kg per SqmColumns = 10 Nos with plates Total = 10x 47.1 x 0.0929 = 43.75Kg Purlins/ Truss/ Rafter Rectangular Sections (80x40x3.2mm):Truss = 426’ = 129.84m @ 5.50kg/m = 714.12 KgPurlins =250’ = 76.2m @ 5.50kg/m= 419.1 Kg40 MS Anchor Bolts of size 20mm x 750mm(60 Nos) 60x2'-6\\" = 150 = [email protected] per metre =114.3 Kg Total Weight = 1593.50Kg |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, 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. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.Area = 100’x2’ = 200 Sft = 18.58 Sqm |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size100’x3’ = 300 Cft = 8.49 Cum |
| 11 | Providing and laying vitrified floor tiles in different sizes (thickness tobe 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) including grouting the joints with white cement and matching pigments etc. complete of size 500x500mm. Floor area = (20’x25’) = 500Sft = 46.45 Sqm |
| 12 | Providing and installation at site Prefabricated PUF (Poly-Urethane Foam) Panels of size 60 mm thick fire proof for walls (0.50 mm thick PPGI sheet finish on both sides). Wall to wall cam locking system, Internal flashing /External colour flashing to be provided. Prefabricated Sandwich PUF panels with Cam toggle type fasteners fitted and self-locking PVC gaskets fitted on all sides of wall including rivets, flashing, Silicones, Anchor fastener, self-drilling screw and all other allied accessories required for the installation/erection of PUF panels.Qty:- (120’x11’) = 1320 Sft = 122.63 Sqm |
| 13 | Providing, erecting and fixing of fixed window and doors, material aluminium, coating: powder coated, confirming to standard: is 1868, main frame shall be made out of hollow extruded sections of size: 100 x 75 x 14 mm gauge and panelled with approved 5.5 mm thick or opaque glass, all aluminium sections will be finished with anti-corrosive rust proof coating of approved quality and shade all as per is codes or as directed, the rate shall be include of filling any gapes between the frame and the wall with cement mortar 1: 1 and restore the same original condition neatly as directed by the engineer incharge. Job also includes P/F of toughened glass of size 5’x4’ to be fixed in open kitchen. Job also includes window glass panes and fly mesh also including cost of material, labour charges and all taxes. Doors ;- 6’x3’-6’’ – 1 NoDoors :- 6’x3’ – 2 NosDoors :- 6’x2’-6’’ – 2 NosWindows ;- 6’x4’ – 1 NoWindows :- 6’x3’ -2 NosVentilators :- 2’x2’ – 2 Nos Qty:- 14.5Sqm |
| 14 | Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminium (with 15 micron anodic coating) T- sections 35 x 15 x1.5 mm size main runners, cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia. M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of primer and paint as per Direction of Engineer Incharge.Quantity = (25’x20’) = 500 Sfm = 45.46 Sqm |
| 15 | Providing and fixing 0.50 mm pre-profiled colour coated corrugated sheets to laid over frame work of trusses columns, purlins and side rails using hot dipped zinc coated self-drilling hexagonal washers, fastener etc. Roof: Sheet should have protective guard film minimum to avoid scratches during transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, Total area = 27’x22’=594 Sft = 55.18 Sqm |
| 16 | P/F of sanitary fitting in kitchen and bathroom P/F of CPVC pipe 1'',CPVC pipe 1.25'',female elbow 1''x 0.5 '',female tee 1''x 0.5 '',FTC 1''x 0.5'’, elbow 1 '' plain tee 1'', reducer 1''x1.25 '', socket 1.25'', socket 1'', Hooks plug 0.5'',solvent, tank nipple1.5'', 1.25''ballvalve, union TEE, 4''bend, 4'' x2.5''floortap, 2.5”TEE &bend, pipe4'',pipe2.5'',white water closet European W.C.pan with seat & lid, 10 ltr low level white PVC flushing cistern with flush pipe with with all fittings & fixtures-1No, C.P brass long bibcock, angle valves CP Cup, Hand jet, teflon tape PVC Connection/waste pipe, CP Jali plain/hole, P/F of water gyser (ISI marked) with accessories-2No, SS kitchen sink18”, CC kitchen shelve 50mm thick fixed with granite stone. SS water tank 500L-1No along with SS Stand of suitable height, mirror-2No. P/f of White wash basin 18”-1No & White corner wash basin size 12”-1No with all fittings & accessories, soap/Towel holder-2No. P/f of CC circular septic tank with minimum dia 3' & depth 8’ with lid cover-1No. |
| 17 | Complete electrification of hut along with accessories which includes copper wire 1mm/1.5mm/2.5mm, PVC batten, PVC box 12 modular+sheet-01No each, PVC box +8 modular+sheet-03No each, PVC box +3modular+sheet-05No each, socket 6A-5No, switches 6A-35No, socket 16A-5No, switches 16A-5No, Ceiling Fan with regulator-2 No, power indicator, Blank switch, LED Concealed Light 5W-11No, PVC junction box 4 way-12No, GI clamp, PVC gatti & screws, service line 16mm Al, MCB box double door 8 way-1No, MCB 16A-6No, SPN 63A-1No, Button holder-8No, ceiling rose-3No., exhaust fan-2No, PVC tape rolls, LED street light 30W-4No. Earthing at site by earth excavation of size 3'x3'x6' and insertion of earthing rod along with filling of earth and coal+salt mixture in layers, connecting of earthing rod to the MCB box by p/f of copper wire 10mm-20 mtrs along with nuts and bolts and covering the pit with P.C.C. (1:3:6) and main hole 9\\"x9\\"-01 no. |
| 18 | Carriage of sand, bajri, cement, steel, stone, plumbing, sanitary, PUF and allied material by mechanical transport from source to site of work including loading/unloading and stacking complete. Please Enable Macros to View BoQ information |
