Construction of community Hall and provision at Mobile Toilet to MAO Gate Senapati Dist Manipur

Amount

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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. ( L: 8x2 m, B: 6x2 m) ((28.00x0.40x0.50)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) ( L: 8x2 m, B: 6x2 m = 28 m (28.00x0.40x0.10)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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 de rived from natural sources) * Raft & Coln in fdn (6x(0.40x0.40x0.10) = 0.096 cum, 6x(0.25x0.25x0.30)= 0.11 cum

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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 de rived from natural sources) (6x0.25x0.25x0.35)

Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts (6x(1.60x0.10): 0.96Sqm & 6x(1.00x0.85): 5.10sqm)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level ; Thermo-Mechanically Treated bars of grade Fe-500D or more. (* 12mm φ Bar for footing slab 0.40+18d = 0.40+18x0.012=0.616 * 12mm φ Bar for coln, TL=0.45+0.50=0.95+18d, * 8mm φ Bar for stirrups No of bar = (0.95/0.15)+1=7.33 say 8 Nos, * 5% wastage, 6x10x (0.616x0.888)=32.82Kgs, 6x4x (0.96x0.888) =20.50Kgs, 6x6x (00.90x0.395) =12.80Kgs, Wastage =3.31 Kgs)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 coarse sand). ( L: 8x2 m, B = 6x2m Total 28m, 28x0.345x0.40)

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) cum ( L: 8x2 m, B = 6x2m Total 28m, 28x0.25x0.35)

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): Half brick wall up to roof L = 7x2+5x2=24 mtr, Gabble Wall, Deduction door, Deduction Window (1x28x2.80=78.40 Sqm, 4x1.80x1.00=7.20 Sqm, 2x2.00x1.00= - 4.00 Sqm, 6x0.910x1.20= - 6.48 sqm)

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 (1Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) (L = 8 m, B = 6 m & W = 0.04 m)

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (1x28x0.45=12.60 Sqm, 2x28x2.80=156.80 Sqm, 6x1.80x1.00=10.80 Sqm, 2x2.00x1.00= - 4.00 Sqm, 6x0.90x1.20= - 6.48 Sqm, 1x1.5x1.20 = 1.80 Sqm, 171.52 Sqm) ( Half brick wall up to roof L 8x2+6x2=28 mtr), Gabble Wall, Deduction door, Deduction Window & Steps

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. Hot finished welded type tubes kg 154.90 (1x16.80x8.36=140.45 Kgs, 1x57.12x3.56=203.35 Kgs, 1x25.35x2.41=61.09 Kgs, 1x17.94x3.10=55.61 Kgs, 1x16.12x1.56=25.1 Kgs Total 485.65 Kgs (MS tube 88.90 mm OD 6x2.80=16.80 (Main Post), MS Tube 48.30 mm OD (purlin) 3x6x2.978=53.60, 4x2xc0.44=3.52, 57.12 mtr, 3x3.00=9.00 mtr Bottom runner, Main turss/rafter 33.70 mm OD, 3x2x3.576=21.45 3x2x0.651=3.906 for Knee, Total=25.35 mtr, Tie Beam 42.4 mm OD: 2x3x2.991=17.94, MS tube 26.90 mm OD(main truss strut): 2x3x2.688=16.12

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. ( Bolts 65 mm long 12 mm dia) 4x6x2=48.00 – Fixing purline, 4x2x2=16 – Fixing b/hunner, 9x3x2=54, 6x2 =12, Total 130 Nos (1x130x0.145=18.85 Kgs) Round Washer 3 mm (1x100x0.011=1.10 Kgs) * 20 mm Round washer 3 mm thick 91x80x0.034= 2.72 Kgs)

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 (Roof 2x8.60x3.70)

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 washers complete : 0.63 mm thick with zinc coating not less than 275 gm/m² (1x8x1)

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 fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) : Kiln seasoned and chemically treated hollock wood. ( Door 1x2x0.075x0.075=0.011 Sqm, Window 4x4.20x0.075x0.075=0.094 Sqm)

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-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) : 30 mm thick shutters ( Door 1x0.89x1.95=1.73 Sqm, Window 4x0.79x1.09=3.44 Sqm)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 1mm thick glass panes (5x0.45x0.45)

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :100 mm

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 150x10 mm (10x1)

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 100x10 mm

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (Door: 1x1.3x1x2= 2.6 Sqm, Window : 4x0.8x0.90x1.20=3.45 Sqm)

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 medium class PVC conduit, with piano type switch, phenolic animated sheet, suitable size M.S box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Make : Havells/ Ancher/ Rich/ V-Guard equivalent ISI Mark as per direction of Engr-in-charge.

Supply and fixing following piano type switches/ sockets on the existing switch box/ cover including connections etc. as required. 5/6 A switch. Make : Havells/ Ancher equivalent ISI Mark as per direction of Engr-in-charge.

Supply and fixing following piano type switches/ sockets on the existing switch box/ cover including connections etc. as required. 3 pin 5/6 A socket outlet. Make : Havells/ Ancher equivalent ISI Mark as per direction of Engr-in-charge.

Supply and fixing following piano type switches/ sockets on the existing switch box/ cover including connections etc. as required. 6 pin 15/16 A socket outlet.. Make : Havells/ Ancher equivalent ISI Mark as per direction of Engr-in-charge.

Supplying and fixing following rating, double pole,(single phase, neutral ) 240V, residual current circuit barker (RCCB) having a a sensitivity current current 30 mA in the existing MCCB DP complete with connection, testing and communising, as required – 25 Amp

Mobile Toilet

Service Taxes If any

Raj Enterprises (BID ID -3390727)

M/s Mahesh Kumar Gupta (BID ID -3391820)