SUMMARY OF PROJECT COST. 1 Abstract of Cost for Boundary Wall Abstract of Cost for Security Gate

Transcription

1 Detailed Estimate for the proposed construction of Boundary Wall, Security Gate, Santri Post, Reception, Guard Room & Road at 48 Bn. ITBP, Katihar SUMMARY OF PROJECT COST Sr.No. Particulars Amount (in Lacs) 1 Abstract of Cost for Boundary Wall Abstract of Cost for Security Gate Abstract of Cost for Sentry Post, Reception, Guard Room Abstract of Cost for ATM Room Abstract of Cost for Road Work Total Add : 5% Add : Labour 1% Total Say

2 BOQ for the Construction of Boundary Wall at ITBP, Katihar BOQ S.N. Item of Work Qty. Unit Rate Amount (Rs.) 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 upto 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 (DSR /72) Cu.Mt supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete. (DSR /75) Cu.Mt 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 (1Cement: 3Coarse Sand: 6 graded stone aggrigate 40mm nominal size) (DSR /85) Cu.Mt 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 2012, 5.1.2/96) Foundation Cu.Mt

3 5 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 2012, 5.1.2/96) Column Cu.Mt 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 2012, 5.1.2/96)

4 S.N. Item of Work Qty. Unit Rate Amount (Rs.) Plinth Beam Cu.Mt 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 2012, 5.1.2/96) Top Beam Cu.Mt Centeringandshuttering including strutting, propping etc.and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 2012, 5.9.1/97) Foundation Sq.Mt Centring and shuttering including strutting, propping etc.and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR 2012, 5.9.6/97) Column Sq.Mt Centring and shuttering including strutting, propping etc.and removal of form for: Lintels, Beams, Plinth beams, girders, bressumers and cantilevers (DSR 2012, 5.9.5/97) Plinth Beam /Top Beam Sq.Mt Brick Wrok with F.P.S. bricks of class designated 75 in foundation and plinth in: Cement mortar 1 : 6 (1 Cement : 6 Coarse Sand) in superstructure (DSR /109) Cu.Mt Brick work with common burnt clay F.P.S. (non modular) brick 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 (1cement : 6 coarse sand) DSR 2012, 6.4.2/109) Cu.Mt Supply at site Angle iron post & strut (50x50x6) of required size including bottom to be split and bent at right angle in aapposite direction for 10 cm length and drilling holes upto 10 mm Ø etc. complete. (DSR 2012, 16.19/265) Kg

5 S.N. Item of Work Qty. Unit Rate Amount (Rs.) 14 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing : M-20 nominal Mix : 1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size) (DSR 2012, 4.2.2/85) Cu.Mt mm cement plaster on rough side of single or half brick wall of mix : 1 : 6 (1 cement : 6 coarse sand) (DSR 2012, /222) Sq.Mt mm cement plaster of mix 1 : 6 (1 cement : 6 find sand) (DSR 2012, /222) Sq.Mt Providing and fixing concertina coil fencing with punched tape concertina coil 600Ø 10 m openable length (total length 90 m) having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron 'Y' shape placed 2.4 m or 3.00m apart and with 9 horizontal RBT reinforced barbed wire, stud tied with GI staples and GIstaples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (RBT)/spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight gm/m (cost of MS angle, C.C. blocks shall be paid separately) (DSR2012, 16.53/270) Rmt Fencing with angle iron placed at required distance embedded in cmenet concrete blocks, every 15th post, last but one end post and corner post shall be strutted on botrh sides and end post one side only, provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighting 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with GI staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total lenfth of barbed wire used with GI barbed Wire. DSR 2012, /265) Rmt

6 S.N. Item of Work Qty. Unit Rate Amount (Rs.) 19 Reinforcement of R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars. (DSR 2012, /99) Kg Total

7 BOQ for Security Gate, I.T.B.P.,Katihar, Bihar. S.N. DSR-2012 Item of Work Qty. Unit Rate Amount A. EARTH WORK /72 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 50m.Ordinary soil /75 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. B. CONCRETE WORK /85 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 : 6 graded stone aggregate 40 mm nominal size) Cu.Mt Cu.Mt C. REINFORCED CONCRETE CEMENT Cu.Mt /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Cu.Mt /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 4.28 Cu.Mt /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 5.40 Cu.Mt /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Cu.Mt (a) 5.9.1/97 Centering and shuttering including strutting,propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Sq.Mt (b) 5.9.6/97 Columns, Pillars, Piers, Abutments, Posts and Struts for Ground Floor

8 S.N. DSR-2012 Item of Work Qty. Unit Rate Amount Sq.Mt (c) 5.9.5/97 Lintels, beams, plinth beams, girders, bressumers and cantilevers. For Ground Floor Sq.Mt (d) 5.9.3/97 Suspended floors, roofs, landings, balconies and access platform. (Ground Floor) Sq.Mt /223 6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine sand)(gf) Sq.Mt / mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) (GF) Sq.Mt /99 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars Qtl D. BRICK WORK 12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2/109 Cement Mortar 1 : 6 (1 cement : 6 coarse sand) 4.14 Cu.Mt E. STEEL WORK 13 Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel /179 etc. as required. In gratings, frames, guard bar, adder, railings, bracets, gates and similar works Kg F. FINISHING / Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing Sq.Mt /225 Finishing walls with water proofing cement paint of required shade : New work (two or more coats Sq.Mt

9 S.N. DSR-2012 Item of Work Qty. Unit Rate Amount 16 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:two or /227 more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sq.Mt Grand Total For 2 (Two) Nos. Security Gate

10 BOQ for the proposed construction of Santri Post, Reception & Guard Room for ITBP, Katihar,Bihar S.N. DSR Code DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.) A. 1.0 EARTH WORK /72 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 50m.Ordinary soil Cu.Mt /75 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. B. 2.0 CONCRETE WORK 2.06 Cu.Mt /85 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 : 6 graded stone aggregate 40 mm nominal size) Cu.Mt C. 5.0 REINFORCED CEMENT CONCRETE /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). Fondation /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 7.38 Cu.Mt Column 6 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement /96 all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 3.97 Cu.Mt

11 DSR S.N. DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.) Code Plinth Beam 2.24 Cu.Mt Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement /96 all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Lintel 8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement /96 all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.58 Cu.Mt Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement /96 all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Cu.Mt Column Centering and shuttering including strutting,propping etc. and removal of form for: 2.26 Cu.Mt (a) 5.9.1/97 Foundations, footings, bases of columns, etc. for mass concrete (b) 5.9.6/97 Columns, Pillars, Piers, Abutments, Posts and Struts for Ground Floor Sq.Mt (c) 5.9.5/97 Lintels, beams, plinth beams, girders, bressumers and cantilevers. For Ground Floor Sq.Mt (d) 5.9.3/97 Suspended floors, roofs, landings, balconies and access platform. (Ground Floor) Sq.Mt /223 6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine sand)(gf) Sq.Mt / mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) (GF) Sq.Mt / mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) (GF) Sq.Mt

12 S.N. DSR Code DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.) /99 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars Sq.Mt D. 6.0 BRICK WORK Qtl /109 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1 : 6 (1 cement : 6 coarse sand) /109 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1 : 6 (1 cement : 6 coarse sand) 2.88 Cu.Mt E. 9.0 WOOD AND PVC WORK /147 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position. Salwood Cu.Mt /150 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part-I) decorative type, core of block board construction with frame of 1st class hard wood and well matched tead 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws Cu.Mt /147 D Poviding and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled MS butt hinges with necessary screws excluding, panelling which will be paid for separately. Second class teak wood 30mm thick shutters Sq.Mt Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to /159 required colour or shade with nuts and screws etc. complete :300x16 mm Sq.Mt

13 DSR S.N. DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.) Code Nos Providing and fixing aluminium tower bolts ISI marked anodised (Powder coated not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. (b) /159 (Size 150x10mm) (DSR-2007,9.97.4/149) Nos Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (a) (b) / / / mm (DSR-2007, /150) 75mm (DSR-2007, /150) Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.twin rubber stopper. 9.00Nos Nos F STEEL WORK 3.00 Nos Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel /179 primer using structural steel etc. as required. In gratings, frames, guard bar, adder, railings, bracets, gates and similar works. G FLOORING Kg Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : of approved make in all colours and shades, laid on 20mm thick cement /193 mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.size of Tile 60x60 cm. I FINISHING Sq.Mt /125 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. New work (two or more coats) over and including priming coat with cement primer /225 Finishing walls with water proofing cement paint of required shade : New work (two or more coats Sq.Mt

14 DSR S.N. DSR-2012 Item of Work Qty. Unit Rate Amount (Rs.) Code Sq.Mt Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:two or more coats on new work over /227 an under coat of suitable shade with ordinary paint of approved brand and manufacture /154 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete : 25 mm Ø Guard Room Sq.Mt Rmt Total

15 BOQ for ATM Building, I.T.B.P.,Katihar, Bihar. S.N. DSR-2012 Item of Work Qty. Unit Rate Amount A. EARTH WORK /72 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 50m.Ordinary soil /75 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete. B. CONCRETE WORK /85 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 : 6 graded stone aggregate 40 mm nominal size) Cu.Mt Cu.Mt C. REINFORCED CONCRETE CEMENT 4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 5.1.2/96 shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Cu.Mt Fondation /96 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 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 0.26 Cu.Mt Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 5.1.2/96 shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 7 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 5.1.2/96 shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, 5.1.2/96 shuttering, finishing and reinforcement - all work up to plinth level : 1 : 1½ : 3 (1cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 9 Centering and shuttering including strutting,propping etc. and removal of form for: 0.27 Cu.Mt Cu.Mt Cu.Mt Cu.Mt

16 S.N. DSR-2012 Item of Work Qty. Unit Rate Amount (a) (b) (c) (d) 5.9.1/ / / /97 Foundations, footings, bases of columns, etc. for mass concrete Columns, Pillars, Piers, Abutments, Posts and Struts for Ground Floor Lintels, beams, plinth beams, girders, bressumers cantilevers. For Ground Floor and 6.12 Sq.Mt Sq.Mt Lintel 7.90 Sq.Mt Suspended floors, roofs, landings, balconies and access platform. (Ground Floor) Sq.Mt /223 6 mm thick Plaster of mix : 1 : 3 (1cement : 3 fine sand)(gf) 9.00 Sq.Mt / mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) Sq.Mt / mm thick Plaster of mix 1 : 6 (1cement : 6 fine sand) /99 Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. D. BRICK WORK 14 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.2/109 Cement Mortar 1 : 6 (1 cement : 6 coarse sand) Sq.Mt Qtl /111 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 above plinth in: Cement Mortar 1 : 6 (1 cement : 6 coarse sand) 0.26 Cu.Mt E. ALUMINIUM WORK 16 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded builtup standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasterers of required dia and size, including necessary filling up the gaps at juncitons, i.e. at top, bottom and sides with required EPDM rubber / neoprene gasket etc. Aluminium sections shall be smooth, rust free staraight, mitred and jointed mechanically wherever required /35 including cleat angle, Aluminium snap beading for glazing / 3.69 Cu.Mt panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directionsa of Engineer-in charge. (Glazing, paneling and dash fasterrs to be paid for separately: Anodised aluminium (anodised transparent or dyed to required shade acording to IS:1868, Minimum anodic coating of grade AC15 D Kg

17 S.N. DSR-2012 Item of Work Qty. Unit Rate Amount 17 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM urbber / newoprene gasket etc. complete as per the architectural /355- drawings and the directions of engineer-in-charge. (cost of 356 aluminium snap beading shall be paid in basic item): with float glass panes of 8 mm thickness. 18 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC /159 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300x16 mm 3.78 Sq.Mt For Door 2.00 Nos Providing and fixing aluminium tower bolts ISI marked anodised (Powder coated not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. (b) /159 (Size 150x10mm) (DSR-2007,9.97.4/149) 2.00 Nos Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (a) / mm (DSR-2007, /150) 2.00 Nos Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC / as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.twin rubber stopper Nos F. STEEL WORK 22 Supply and fixing rolling shutters of approved make, made of required size M.S. Laths, interlocked together through their eintire length and jointed together at the end by end locks, moundted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, /176 including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and M.S. top cover of requried thickness for rolling shutters.: mm M.S. laths with 1.25 mm thick top cover. G. FLOORING 23 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : of approved make in all colours and shades, laid on 20mm thick /193 cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.size of Tile 60x60 cm Sq.Mt I. FINISHING Sq.Mt

18 S.N. DSR-2012 Item of Work Qty. Unit Rate Amount 24 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade /225 New work (two or more coats) over and including priming coat with cement primer. 25 Finishing walls with water proofing cement paint of required /225 shade : New work (two or more coats Sq.Mt Sq.Mt Total

19 BOQ for Road Work, ITBP, Katihar S.N. Item of Work Qty. Unit Rate Amount (Rs.) 1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches of drain (not exceeding 1.5 m in width or 10 Sqm. On plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, wiyhin a lead of 50m. All kind of soil. (DSR-2012, 2.8.1/72) 2 Supplying and stacking at site. Good Earth (DSR-2012/16.3.9/263) Cu.Mt Supplying & Stacking at Site : 90 mm to 45 mm size stone aggregate (DSR-2012, /263) Cu.Mt Supplying & Stacking at Site : 63 mm to 45 mm size stone aggregate (DSR-2012, /263) Cu.Mt Supplying & Stacking at Site : 53 mm to 22.4 mm size stone aggregate (DSR-2012, /263) Cu.Mt Supplying & Stacking at Site : Stone screening 11.2 mm nominal size (Type B) (DSR- 2012, /263) Blinding Material 7 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (DSR-2012, 16.4/263) Cu.Mt Cu.Mt Cu.Mt Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment androlling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge.: 50 to 100 mm average compacted thickness with bitumen of grade 3.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of TPH capacity. (DSR- 2012, /271)

20 S.N. Item of Work Qty. Unit Rate Amount (Rs.) Cu.Mt Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. : 25 mm compacted thickness with bitumen of grade (percentage by weight of total mix) and lime 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of TPH capacity. (DSR-2012, /271) 10 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in charge). (DSR-2012, 16.69/274) Sq.Mt Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous 0.50 Kg / sqm. (DSR-2012, /266) Cu.Mt DRAIN WORK 12 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 mm nominal size). (DSR2012, 4.1.8/85) Sq.Mt Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2012, 6.1.1/109) Cu.Mt Cu.Mt

21 S.N. Item of Work Qty. Unit Rate Amount (Rs.) 14 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. : 40 mm thick with 20 mm nominal size stone aggregate. (DSR-2012, /187) 15 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing. (DSR-2012, /224) 16 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.: 110 mm diameter complete with all respect. (DSR-2012, /210) Sq.Mt Sq.Mt Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (DSR-2012, 16.68/274) Rmt Sq.Mt Total

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