Brahmagiri- Construction Of Kitchen , Dormitory , Training Hall And Toilet Block Construction Of Kitchen , Toilet Block , Renovation Of Dormitory And Training Hall, Brahmagiri- Mlabar Meat Factory Malavayal, Bathery-Kerala

TDR : 23921339

Tender Notice
BOQ

Expired

Brahmagiri- Mlabar Meat Factory Malavayal, Bathery , Kerala

Tender Brief : Brahmagiri- Construction Of Kitchen , Dormitory , Training Hall And Toilet Block Construction Of Kitchen , Toilet Block , Renovation Of Dormitory And Training Hall

Document Fees
₹ 2950 /-

EMD
₹ 68750.0 /-

Tender Value
₹ 27.50 Lakhs /-

Submission Date
14-03-2020

Competition Type
Indian

Bidding Type
Tender

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Work Name: Brahmagiri Development Society - Construction of Kitchen, Dormetery, Training Hall & Additional Toilet
1	1	Building- Kitchen	BI01010001010000000000000515BI0100001113
2	1.001	2.6.1 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	BI01010001010000000000000515BI0100001114	43.2	cum
3	1.002	2.8.1 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001115	26.407	cum
4	1.003	60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site	BI01010001010000000000000515BI0100001116	9.121	cum
5	1.004	4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	BI01010001010000000000000515BI0100001117	8.229	cum
6	1.005	2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	BI01010001010000000000000515BI0100001118	31.585	cum
7	1.006	5.1.2 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001119	9.337	cum
8	1.007	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. up tot 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)	BI01010001010000000000000515BI0100001120	2.209	cum
9	1.008	5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20mm nominal size).	BI01010001010000000000000515BI0100001121	22.385	cum
10	1.009	5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	BI01010001010000000000000515BI0100001122	2955.13	kilogram
11	1.01	5.9.1 Centering and shuttering including strutting,etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001123	8.96	sqm
12	1.011	5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001124	153.982	sqm
13	1.012	5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001125	48.12	sqm
14	1.013	5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001126	33.122	sqm
15	1.014	5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide	BI01010001010000000000000515BI0100001127	58.1	mtr
16	1.015	50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001128	20.62	cum
17	1.016	13.4.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001129	272.964	sqm
18	1.017	50.13.1 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	BI01010001010000000000000515BI0100001130	107.281	sqm
19	1.018	13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001131	161.422	sqm
20	1.019	5.47.2 Providing and fixing in position factory made precast RCC M-40 doors and win frames having excellent smooth finish as per IS:6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm CC nad 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal.Door frame 100 mm x 60 mm.	BI01010001010000000000000515BI0100001132	9.1	mtr
21	1.02	od22530/2019_2020 Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in-charge.<br>using kwila/pincoda/Good quality country wood.	BI01010001010000000000000515BI0100001133	4.583	sqm
22	1.021	21.1.1.2\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001134	52.2	kilogram
23	1.022	21.1.2.2\nFor shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket\nrequired (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001135	77.4	kilogram
24	1.023	21.3.1\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness	BI01010001010000000000000515BI0100001136	18.9	sqm
25	1.024	9.48.2\nProviding 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.Fixed to openings/ wooden frames with rawl plugs screws etc	BI01010001010000000000000515BI0100001137	378	kilogram
26	1.025	11.41.2\nProviding 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	BI01010001010000000000000515BI0100001138	97.015	sqm
27	1.026	13.60.1\nWall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001139	380.245	sqm
28	1.027	13.61.1\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001140	28.35	sqm
29	2	Construction of Dormetery	BI01010001010000000000000515BI0100001141
30	2.001	4.1.8\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	BI01010001010000000000000515BI0100001142	7.2	cum
31	2.002	50.6.7.2\nLaterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001143	10.72	cum
32	2.003	5.47.2\nProviding and fixing in position factory made precast RCC M-40 doors and win frames having excellent smooth finish as per IS:6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm CC nad 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal.Door frame 100 mm x 60 mm.	BI01010001010000000000000515BI0100001144	12	meter
33	2.004	od20380/2019_2020\nProviding and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in-charge.<br>using kwila/pincoda/Good quality country wood.	BI01010001010000000000000515BI0100001145	3.145	sqm
34	2.005	21.1.1.2\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,\npaneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001146	54.4	kilogram
35	2.006	21.1.2.2\nFor shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001147	76.8	kilogram
36	2.007	21.3.1\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness	BI01010001010000000000000515BI0100001148	19.76	sqm
37	2.008	13.4.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001149	107.2	sqm
38	2.009	11.41.2 \nProviding and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer)\nwith water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	BI01010001010000000000000515BI0100001150	126.8	sqm
39	2.01	od20402/2019_2020\nCeiling with 9 mm thick prelaminated PVC ceiling pannels fixed with 25x25x1.5 mm Aluminium T	BI01010001010000000000000515BI0100001151	121.25	sqm
40	2.011	13.37.1\nWhite washing with lime to give an even shade:New work (three or more coats)	BI01010001010000000000000515BI0100001152	107.2	sqm
41	2.012	13.60.1\nWall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001153	563.53	sqm
42	3	Construction of Training Hall	BI01010001010000000000000515BI0100001154
43	3.001	4.1.8\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	BI01010001010000000000000515BI0100001155	4.5	cum
44	3.002	5.47.2\nProviding and fixing in position factory made precast RCC M-40 doors and win frames having excellent smooth finish as per IS:6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm CC nad 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 no specially designed M.S galvanised sleeves for accomodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc all complete, as per the direction of Engineer in charge. (The cost of hold fast and cc block of 1:3:6 mix is also included in the item.) The frame shall be measured in running meter correct to two places of decimal.Door frame 100 mm x 60 mm.	BI01010001010000000000000515BI0100001156	12.4	meter
45	3.003	od21120/2019_2020\nProviding and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer in-charge.<br>using kwila/pincoda/Good quality country wood.	BI01010001010000000000000515BI0100001157	3.315	sqm
46	3.004	21.1.1.2\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001158	61.2	kilogram
47	3.005	21.1.2.2 \nFor shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making\nprovision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)	BI01010001010000000000000515BI0100001159	86.4	kilogram
48	3.006	21.3.1\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness	BI01010001010000000000000515BI0100001160	25.2	sqm
49	3.007	11.41.2\nProviding 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	BI01010001010000000000000515BI0100001161	110.75	sqm
50	3.008	13.60.1 \nWall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001162	454.52	sqm
51	4	Construction of Additional Toilet	BI01010001010000000000000515BI0100001163
52	4.001	2.8.1\nEarth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001164	8.25	cum
53	4.002	60.7.1\nDRY RUBBLE MASONRY_ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials\nlabour charges etc. complete as per direction of Departmental officers at site	BI01010001010000000000000515BI0100001165	8.25	cum
54	4.003	4.1.8\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	BI01010001010000000000000515BI0100001166	5.594	cum
55	4.004	7.1.1\nRandom 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 aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001167	2.475	cum
56	4.005	2.25 \nFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not\nexceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	BI01010001010000000000000515BI0100001168	4.033	cum
57	4.006	5.1.2\nProviding 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001169	0.99	cum
58	4.007	5.3\nReinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :\n1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001170	0.841	cum
59	4.008	5.22.6\nSteel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	BI01010001010000000000000515BI0100001171	219.72	kilogram
60	4.009	5.9.5\nCentering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001172	14.97	sqm
61	4.01	50.6.7.2\nLaterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001173	4.659	cum
62	4.011	13.4.1\n12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001174	127.556	sqm
63	4.012	11.36\nProviding 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.	BI01010001010000000000000515BI0100001175	18.141	sqm
64	4.013	11.38\nProviding and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.	BI01010001010000000000000515BI0100001176	11.83	sqm
65	4.014	50.10.1\nSteel work in built up G I 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	BI01010001010000000000000515BI0100001177	91.981	kilogram
66	4.015	50.10.2\nSteel work for purlin/single section with GI pipes including cutting,hoisting, fixing in position and applying\na priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001178	63.901	kilogram
67	4.016	12.50\nProviding and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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.	BI01010001010000000000000515BI0100001179	15.2	sqm
68	4.017	13.37.1\nWhite washing with lime to give an even shade:New work (three or more coats)	BI01010001010000000000000515BI0100001180	127.556	sqm
69	4.018	13.60.1\nWall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001181	127.556	sqm
70	4.019	13.61.1 \nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or\nmore coats on new work	BI01010001010000000000000515BI0100001182	13.95	sqm
71	4.02	9.117.1\nProviding and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±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 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's	BI01010001010000000000000515BI0100001183	27	meter
72	4.021	9.118.1\nProviding and fixing to existing door frames24 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 inbuilt 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 the 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 and 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 specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).	BI01010001010000000000000515BI0100001184	5.615	sqm

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Brahmagiri- Construction Of Kitchen , Dormitory , Training Hall And Toilet Block Construction Of Kitchen , Toilet Block , Renovation Of Dormitory And Training Hall, Brahmagiri- Mlabar Meat Factory Malavayal, Bathery-Kerala

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