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| 1 | Construction of one semi permanent barrack size 16x32 with 10\" height for cook house at B/72 Bn Poonch |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell 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-incharge. i) For room wall length =2(7.62+0.23)+2(4.87+.023)=25.42m-6m (6 Nos Column)=24.82mii) for Column Base (6 Nos x 1 = 6m) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (Zone-III) : 6 graded stoneaggregate 20 mm nominal size i) For room wallii) For Column Base ( 06 Nos x 01 = 6m) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)i) For room wall (UP TO GL)ii) Foor Room wall (GL TO UP) |
| 5 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) aggregate 20 mm nominal size ) |
| 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)i) For room wallii) 04 Nos shelves partation wall size(3\"x4.5\"x5\") total length of wall =4(0.91)=3.6mDeduction for door, length = 1.21=1.21Deduction for 03 No windows, length = 3(1.21)=3.63 mDeduction for tie beam |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centerng, shuttering, finishing and reinforcement- All work up to plinth level1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size For foundation of column (Length =6x0.6=3.6m)For pedestral length = .45x6=2.7m |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase 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) : 3 graded stone aggregate 20 mm nominal size)For column 6x.23 =1.38 mShelves size of slab (20\"x3\"x4\")Tie beam |
| 9 | Steel reinforcement for R.C.C work including straightening,cutting,bending, placing in postion and binding all complete above plinth levelThermo-machanically treated bars of grade Fe-500D or more. { total volume of RCC work = (2.89+2.52=5.41} |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns etc for mass concrete up to pl work for foundation of column (one column four side ) For pedestral |
| 11 | Centering and shuttering including strutting, propping etc and removal of for super-structure workColumn, pillars, piers, abutments, posts and struts (.23x4=0.92=5.52m) For 6 column=6x0.92=5.52m)tie beam |
| 12 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand)Internal room wall surface External toom wall surface Shelves wallDeduction for door opening and 02 (outer +internal surface) Length = 1.21 = 2x1.21=2.42mDeduction for 03 No window opening and 02 (outer +internal surface) length 3 (1.21) =3.63x2=7.26 m |
| 13 | Distempering with 1stquality acrylic distemper (ready mixed) having VOC content less than 50 grams/litre, of approved manufacturer\"s specification.Two or more coats on new work internal room wall surface External room wall surface Shelves wallDeduction for door opening and 02 (outer +internal surface) Length = 1.21 = 2x1.21=2.42mDeduction for 03 No window opening and 02 (outer +internal surface) length 3 (1.21) =3.63x2=7.26 m |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of countering and shuttering - all work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size For room floor |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not excedding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.For gap filling of foundationfor plinth fillingi) Room |
| 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 Hot finished welded type tubes (including 2\" and 4 post for verandah) |
| 17 | Structual steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in poistion nad applying a priming coat of approval steel primer all complete. |
| 18 | Providing corrugated G.S steel 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 approval steelprimer 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 cutting0.63 mm thick with zinc coating not less than 275 GM/m2 For room |
| 19 | Providing and fixing ISI marked oxidised M.S tower bolt black finish, (barrel type) with necessary screws etc. complete :250 x 10 mm |
| 20 | Providing and fixing ISI marked oxidised M.S handles conforming to IS:4992 with necessary screws etc. complete:125 MM |
| 21 | Providing and fixing ISI marked oxidised M.S Door latches conforming to IS: 5930 with screws etc. complete 300x20x6 mm |
| 22 | 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 |
| 23 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screw, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge(Note :- butthinges an necessary screws shall be paid separately)30 mm thick shutters |
