DWSD Dhanbad 06-2024-25

Amount

E/W in excavation in foundation trenches in ordinary and hard soil ( vide classification of soil Item – A and B ) and disposal of excavated earth clearance to distebce up to 50 M including all lifts with leveling, removing the trenches removing roots of trees shrubs all complete as per specification and direction of E/I. ( 5.1.1 + 5.1.2) Column - 11 x 4'-0'' x 4'-0'' x 4'-0'' = 704.00 cft. Pl. Beam - ( 100'-0'' - 11 x 4'-0'') x 1'-0'' x 0'-6'' = 28.00 cft Total- 732.00 cft.

Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). 5:1:10) Column - 11 x 4'-0'' x 4'-0'' x 0'-4'' = 58.60 cft. Pl. Beam - ( 100'-0'' -11 x 0'-10'') x 1'-0'' x 0'-3'' = 22.71 cft. Total-81.31 cft.

Providing designation 75- B, Brick Flat Soling joints filled with local sand including cost of watering, taxes and royalty all complete as per building specification and direction of E/I (5.6.3) Column - 11 x 4'-0'' x 4'-0'' = 176.00 sft Pl. Beam : 90'-10'' x 0'-10'' = 75.66 sft. Total-251.66 sft.

Providing and laying in position cement concrete (1:2:4) of specified grade exccluding the cost of centering and shuttering (stone aggregate 20 mm nominal size) - do - do - E/I. (5.3.1.2) Column - 11 x 4'-0'' x 4'-0'' x 0'-3'' = 44.00 cft.

Providing and laying reinforced cement concrete (1:1.5:3) of specified grade excluding the cost of centering and shuttering (Stone aggregate 20 mm nominal size) - do - do - E/I. (5.3.9.1) Column - 11 x 4'-0'' x 4'-0'' x 0'-6'' = 88.00 cft. Tap. : (4²+0.83²+√4²x0.83²)x1/3= 76.18 cft Below Tie Beam : 11 x 0'-10'' x 0'-10'' x 1'-8'' = 12.71 cft. Plinth Beam : 100'-0'' x 0'-10'' x 0'-10'' = 69.38 cft. Total- 246.27 cft.

Providing R.C.C. Work in wall (any thickness including attached plasters, buttresses plinth and stream coarse column pillers R.C.C. (1:1.5:3) (stone aggregate 20 mm nominal size) - do - do - E/I. (5.3.10) Column - 11 x 0'-9'' x 0'-10'' x 6'-3'' = 42.95 cft.

Providing designation 100 A brick work with fly ash lime brick (FLAG) condieminf ro IA - 12894 - 1990 (0'-9'' x 4'-5'' x 0'-3'') in CM (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick motor joint, cost of screening materials rakingout joints 15 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.52) 90'-10'' x 0'-9'' x 6'-3'' = 425.78 cft.

Reinforced cement concrete work in beam's suspended floor's roof's having slop to 15'' landing, balconies, shelves chajja, lintels & bands - do - do - all complete as per building specification and direction of E/I. (R.C.C. (1:1.5:3) (stone aggregate 20 mm nominal size) (5.3.11) 1 x 100'-0'' x 1'-2'' x 0'-4'' = 38.82 cft.

Earth filling in foundation trenches and plinth - do - do - as per building specification and direction of E/I. (5.1.7) '2/3rd Qty. as vide Item no. (1) =

Centering and shuttring including struting proping etc. and removel - do - do - E/I (i) Foundation (5.3.17.1) 11 x 4 x 4'-0'' x 0'-9'' = 132.00 sft. 11 x 3'-4'' x 1'-8'' = 61.08 sft. Total- 193.08 sft.

(ii) Column (5.3.17.6) 11 x 3'-2'' x 6'-3'' = 217.66 sft.

(iii) Plinth Beam (5.3.17.21) 2 x 100'-0'' x 0'-10'' = 166.60 sft. Lintel : 1 x 100'-0'' x 1'-1'' = 108.00 sft. Toal- 274.00 sft.

Providing Tor. steel rainforcement for R.C.C.work with cutting, bending fixing in work place as per design and drawing grade of steel F.E. - 500 (only valied for SAIL, TATA, JSPL, ELECTRO Steel Ltd and vizal steel) all complete job as per building specification and direction of E/I. (5.5.4 & 5.5.5 ) Qty. same as Item No. (5) = 246.27 cft. Qty. same as Item No. (6) = 42.95 cft. Qty. same as Item No. (8) = 38.82 cft. 328.04 cft. '= 328.04 cft. X @2.75 Kg/cft. = 902.11 Kg. Or 0.902 M.T. (a) 8 mm Dia Rod 40%

(b) 10 mm Dia Rod 25%

(c) 12 mm & above Dia Rod 35%

Providing 12 mm thick Cement plaster in (1:6) on Wall with approved quality of clean course sand of F.M. 1.5 including the cost of screening curring with all leads & lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I (5.7.3) 2 x 100'-0'' x 7'-1'' = 1416.6 sft. 2 x 100'-0'' x 0'-4'' = 66.60 sft. 1 x 100'-0'' x 0'-5'' = 41.60 sft 1 x 100'-0'' x 1'-2'' = 116.60 sft. Total- 1641.4 sft.

Finishing wall with premium Acrykic smooth exterior paints with silicon addifives of required shade - do - do - all complete as per specification and direction of E/I. (D.S.R. 13.47.1) Qty. same as Item No. (12) = 1641.4 sft.

Supply of vertical post 75 x 75 x 6 (gr.) (B.C.D. - P - 43,, Sl. - 158, M - 195 b(iii) 11 x 7'-0'' = 77'-0'' Add : @5% Wastage = 3'-10'' 80'-10'' Or 24.64 M x @ 6.80 Kg./ m = 167.55 Kg.

Labour for febricating erection hoisting and fixing in position structural steel work in R.S. jolst, channel, angle, tee, flal, plate, latice member built up compound section in column , grider starircase or truss including cost of gusset plates, holding down bolts, anchor plates at all heights and depths bolting, welding (machining wherever necessary) with supplying a priming cosat of red lead paint all complete as per approved drawing,building specification and direction of E/I. (5.5.28) Qty. same as Item No. (15) =

Providing and fixing concertina coil fancing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) having 50 nos. rounds per 6 metre length iron 'Y' shaped placed 2.4 m ro 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. earbed wire tied to angle iron, all complete job as per building specition and direction of E/I (D.S.R. 16.53) 1 x 100 = 100.00 rft.

Carriage of Material : (a) Cement + Steel Lead 10 Km. Surface road

(b) Sand Lead 50 Km. Surface road

(b) Chips Lead 30 Km. Surface road

(c) Brick Lead 01 Km. Kachha and 10 Km Surface road

CONSTRUCTION OF GATE OF SIYALGUDRI CWR E/W in excavation in foundation trenches in ordinary and hard soil ( vide classification of soil Item – A and B ) and disposal of excavated earth clearance to distebce up to 50 M including all lifts with leveling, removing the trenches removing roots of trees shrubs all complete as per specification and direction of E/I. ( 5.1.1 + 5.1.2) 2 x 5'-0'' x 5'-0'' x 5'-0'' = 250.00 cft. Tie Beam : 1 x 7'-7½'' x 1'-6'' x 1'-6'' = 17.15 cft. Total- 267.15 cft.

Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). (5:1:10) 1 x 5'-0'' x 5'-0'' x 0'-4'' = 16.65 cft. 1 x 12'-0'' x 1'-6'' x 0'-3'' = 4.50 cft. Total- 21.15 cft.

Providing designation 75- B, Brick Flat Soling joints filled with local sand including cost of watering, taxes and royalty all complete as per building specification and direction of E/I (5.6.3) 2 x 5'-0'' x 5'-0'' = 50.00 sft. 1 x 12'-0'' x 1'-3'' = 15.00 sft 65.00 sft.

Providing and laying in position cement concrete (1:2:4) of specified grade exccluding the cost of centering and shuttering (stone aggregate 20 mm nominal size) - do - do - E/I. (5.3.1.2) 2 x 5'-0'' x 5'-0'' x 0'-3'' = 12.50 cft.

Providing and laying reinforced cement concrete (1:1.5:3) of specified grade excluding the cost of centering and shuttering (Stone aggregate 20 mm nominal size) - do - do - E/I. (5.3.9.1) 2 x 5'-0'' x 5'-0'' x 1'-0'' = 50.00 cft. Pedestal : 2 x 3'-0'' x 3'-0'' x 2'-0'' = 36.00 cft. Tie Beam : 1 x 14'-6'' x 1'-3'' x 1'-0'' = 18.12 cft. 104.12 cft.

Providing R.C.C. Work in wall (any thickness including attached plasters, buttresses plinth and stream coarse column pillers R.C.C. (1:1.5:3) stone aggregate 20 mm nominal size - do - do - E/I. (5.3.10) 2 x 1'-3'' x 1'-3'' x 13'-6'' = 42.18 cft.

Reinforce cement concrete works in beam suspended floors, roof having slop to 150 landing bankoni, selves, chajja, lintel, bend - do - do - R.C.C. (1:1.5:3) tone aggregate 20 mm nominal size - do - do - E/I. (5.3.11) Beam : 1 x 17'-6'' x 1'-9'' x 1'-3'' = 38.28 cft. 1 x 14'-6'' x 0'-10'' x 1'-0'' = 12.07 cft. 1 x 17'-6'' x 1'-9'' x 1'-0'' = 30.62 cft. 80.97 cft.

Providing & laying flamed finish grainite stone flooring in required design and patternsin linear as well as curvilinear portion of the building all complete as per architectural drawing 18 mm hiele stone slab over 20 M (av.) thickness base and direction of E/I. (D.S.R. 11.55.1) 2 x 5'-0'' x 12'-0'' = 120.00 sft. 1 x 17'-6'' x (2'-8'' + 1'-3'') = 68.53 sft 2 x 14'-6'' x 1'-0'' = 29.00 sft. 2 x 1'-3'' x 1'-0'' = 2.50 sft. 1 x 17'-6'' x (2'-8'' + 1'-0'') = 64.15 sft. 2 x 1'-9'' x 1'-3'' = 8.75 sft. 292.93 sft.

Supplying fitting and fixing M.S. Grill gate with M.S. grils made of 20 x 6 mm M.S. flats or 16 mm M.S. square bars fitted on 20 x 25 x 6 mm M.S. angle frame - do - do - all complete as per building specification and direction of E/I (when steel is not supplied by the Deptt.) (5.5.30) 1 x 12'-0'' x 6'-0'' = 72.00 sft. 1 x 4'-0'' x 6'-0'' = 24.00 sft. 96.00 sft. ' @ 5.00 Kg/sft. = 480.00 Kg

Providing two coat of ready mixed paint over a coat of primer one coat of red lead paint approved make over a new steel surface - do - do - all complete job as per specification and direction E/I. (5.8.43) 1 x 12'-0'' x 6'-0'' x 1.50 = 108.00 sft.

Providing T.M.T. steel rainforcement for R.C.C.work with cutting, bending fixing in work place as per design and drawing grade of steel F.E. - 500 (only valied for SAIL, TATA, JSPL, ELECTRO Steel Ltd and vizal steel) all complete job as per building specification and direction of E/I. (5.5.4 & 5.5.5 ) (i) Foundation = 86.00 cft. (ii) Column = 42.18 cft (iii) Band = 18.12 cft. (iv) Beam = 80.97 cft. 227.27 cft. = 227.27 cft. X @3.50 Kg/ cft. = 795.44 Kg. Or 0.795 M.T. (a) 8 mm dia 20% of Qty. = 0.159 M.T.

(B) 12 mm & above dia 80% of Qty. = 0.636 M.T

Centering and shuttring including struting proping etc. and removel in (i) foundation - do - do - E/I (5.3.17.1) Column : 2 x 4 x 5'-0'' x 1'-0'' = 40.00 sft. Pedestal : 2 x 4 x 3'-0'' x 2'-0'' = 48.00 sft 88.00 sft.

(ii) in Column (5.3.17.6) Column : 2 x 4 x 1'-3'' x 13'-6'' = 135.00 sft.

(iii) Tie beam (5.3.17.5) Tie Beam : 2 x (14'-6'' + 1'-3'') x 1'-0'' = 31.50 sft. Beam : 2 x (17'-6'' + 1'-9'') x 1'-3'' = 48.12 sft. 1 x 17'-6'' x 1'-9'' = 30.62 sft. 2 x (14'-6'' + 0'-10'') x 1'-0'' = 30.67 sft. 1 x 14'-6'' x 0'-10'' = 12.08 sft 2 x (17'-6'' + 1'-9'') x 1'-0'' = 38.50 sft. 1 x 17'-6'' x 1'-0'' = 17.50 sft. 208.99 sft

Carriage of Material : (a) Cement + Steel Lead 20 Km. Surface road

(b) Sand Lead 50 Km. Surface road

(c) Chips Lead 30 Km. Surface road

(d) Bricks Lead 01 Km Kachha and 10 Km. Surface road

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