Construction of Open Stage at village Purba Satali Baria Para under Satali Gram Panchayat within Kalchini Block

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1,500 mm. Column (CL-1) 4 X 1.50 X 1.50 X 1.50 = 13.50 Tie Beam- 2 X 8.00 X 0.25 X 0.375 = 1.50 Tie Beam- 2 X 4.50 X 0.25 X 0.375 = 0.84 Stair base- 2 x 2.70 X 0.90 X 0.125 = 0.61

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a) With earth obtained from excavation of foundation

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 8.50 X 5.00 X 1.00

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Column (CL-1) 4 X 1.50 X 1.50 = 9.00 Tie Beam- 2 X 8.00 X 0.25 = 4.00 Tie Beam- 2 X 4.50 X 0.25 = 2.25 Stair Bace - 2 x 2.70 X 0.90 = 4.86 Floor - 8.50 x 5.00 = 42.50

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. b) River Bazree: Column (CL-1) 4 X 1.50 X 1.50 x 0.075 = 0.68 Tie Beam- 2 X 8.00 X 0.25 x 0.075 = 0.30 Tie Beam- 3 X 4.50 X 0.25 x 0.075 = 0.25 Stair Bace - 2 x 2.70 X 0.90 x 0.075 = 0.36 Floor - 8.50 x 5.00 x 0.075 = 3.19

Brick work with 1st class bricks in cement mortar (1:4) a) In foundation and plinth Plinth wall: 25.00 X 0.25 X 1.00 = 6.25 Plinth wall: 2 x 4 X 0.90 X 0.25 X 1.00 = 1.80 Stair Bace - 2 x 1.80 X 0.25 x 1.00 = 0.90

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Ground floor: Total wall: 8.00 X 3.00

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) River Bazree Ground floor Column (CL-1) 4 X 1.50 X 1.50 X 0.30 = 2.70 Hanch: Column (CL-1) 4 X (1.50+0.30)/2 X 0.30 = 1.80 Cap: Column (CL-1) 4 X 0.30 x 0.30 X 0.65 = 0.23 Tie Beam : 25 X 0.25 X 0.30 = 1.88 GL. To 1ST FLOOR. Column (CL-1) 4 X 0.25 X 0.25 X 4.30 = 1.08 Lintel :- 25 X 0.125 X 0.20 = 0.63

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Ground floor(JSW/JSPL/Shyam/SRMB/SSL/BMASL/Electrosteel) (7.59 X 1.50 % X 7850)/1000

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation Column (CL-1) 4 x 4 X 1.50 X 0.075 = 1.80 Column (CL-1) 4 x 4 X 1.50 X 0.30 = 7.20 Hanch: Column (CL-1) 4 x 4 X (1.50+0.30)/2 X 0.30 = 4.32 Cap: Column (CL-1) 4 X 4 x 0.30 X 0.65 = 3.12 Tie Beam: Tie Beam : 2 X 0.25 X 0.30 = 0.15 Column (GL. TO PL.) 4 X 4 X 0.25 X 1.00 = 4.00

(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. GL. To 1ST FLOOR. Column (CL-1) 4 X 4 X 0.25 X 3.30 = 13.20 Lintel :- 2 X 25.00 X 0.20 = 10.00

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster Ground floor (i) 8.50 X 3.30 = 28.05

(b) 15 mm thick plaster Ground floor (i) 28.80 X 1.00 = 28.80 (ii) 8.50 X 3.30 = 28.05

(c) 10 mm thick plaster Ground floor (i) 4 X 0.25 X 3.30 = 3.30 Extra stare case : 1.00

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application (ii) 25 mm. thick 8.50 X 5.00 = 42.50

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. (i) 28.80 X 1.00 = 28.80 (ii) 8.50 X 3.30 = 28.05

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. (iii) Two coats. a) Normal Acrylic Emulsion L.S. ( DETAILS TO BE IN BILL ) Total :-

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)

(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr {(0.90 X 2) + ( 1.80 X 2 ) + ( 8.50 X 2 )} X 0.90 = 20.16 20.16 m2 x 12 kg. =241.92 56.04 @ 12KG. = 672.48/100 =241.92

(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering et

M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) ..................... all incidental chages (such as electricity, labour insurance) etc. complete. i) For roof truss works a) Span up to 12 Mtr

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof: a) With 0.60 mm thick sheet

Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet

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Add Labour Cess @1%

Add Contingency @1%