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["BHARAT HEAVY ELECTRICALS LIMITED JHANSI"]
["FACTORY CIVIL DEPARTMENT"]
["Price Bid "]
[{"$f":"[1]Measurement!A3:I3","v":"Name of work - Repair & maintenance of BHEL Jhansi factory Boundary wall."}]
["Tender Enquiry No. FCX/TW/24/28"]
["Sr. No","DSR-21 ","Description ","% Allocation (Item-wise)","Unit "," Qty","Rate ","Amount (Rs)","Rate per Unit (in Rs.)","Amount (in Rs.)"]
[1,"1.1.1","By Mechanical Transport including loading, unloading and stacking Lime, moorum, building rubish  upto1 km .",{"$f":"H7*0.5789/443092.14","v":1.8855411878892727E-4},"Cum",{"$f":"[1]Measurement!H10","v":1},144.32,{"$f":"F7*G7","v":144.32},{"$f":"ROUND(J7/F7,4)","v":0},{"$f":"$J$23*D7","v":0}]
[2,"1.1.2","By Mechanical Transport including loading, unloading and stacking Earth   upto 1 km .",{"$f":"H8*0.5789/443092.14","v":5.8923162121539774E-3},"Cum",{"$f":"[1]Measurement!H15","v":25},180.4,{"$f":"F8*G8","v":4510},{"$f":"ROUND(J8/F8,4)","v":0},0]
[3,"2.6.1","Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil",7.7841939263467849E-3,"Cum",{"$f":"[1]Measurement!H20","v":29},205.45,5958.0499999999993,0,0]
[4,2.25,"Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.",1.658928716271067E-3,"Cum",{"$f":"[1]Measurement!H24","v":5},253.95,1269.75,0,0]
[5,"4.1.6","Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).",3.3959338886038463E-2,"Cum",{"$f":"[1]Measurement!H29","v":5},5198.5200000000004,25992.600000000002,0,0]
[6,"5.1.3","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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).",5.3089181146386388E-2,"Cum",{"$f":"[1]Measurement!H35","v":7},5804.95,40634.65,0,0]
[7,"5.9.1","Centering and shuttering including strutting, propping etc. and removal of form for all heights :  Foundations, footings, bases of columns, etc. for mass concrete",9.6560821864274081E-3,"Sqm",{"$f":"[1]Measurement!H40","v":24},307.95,7390.7999999999993,0,0]
[8,"5.22.6","Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.",4.4063028064546565E-3,"Kg",{"$f":"[1]Measurement!H44","v":140},24.09,3372.6,0,0]
[9,"6.1.2","Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)",8.1527445871641957E-3,"Cum",{"$f":"[1]Measurement!H49","v":1},6240.14,6240.14,0,0]
[10,"7.1.1","Random 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)  upto plinth level with :  Cement mortar 1:6 (1 cement : 6 coarse sand",0.14349019439075358,"Cum",{"$f":"[1]Measurement!H55","v":18},6101.5505750000002,109827.91035000001,0,0]
[11,"7.2.1","Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.  Cement mortar 1:6 (1 cement : 6 coarse sand)",0.48437508130394735,"Cum",{"$f":"[1]Measurement!H60","v":48},7723.8005750000011,370742.42760000005,0,0]
[12,10.199999999999999,"Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.",1.4814512112807958E-2,"kg",{"$f":"[1]Measurement!H65","v":248},45.722099999999998,11339.0808,0,0]
[13,"13.6.2","20 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)",0.11790401737178005,"Sqm",{"$f":"[1]Measurement!H69","v":248},363.88773600000002,90244.158528,0,0]
[14,"15.2.1","Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)",2.622276689448835E-3,"Cum",{"$f":"[1]Measurement!H73","v":1},2007.1,2007.1,0,0]
[15,16.53,"Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately",7.9343761322419284E-2,"Mtr ",{"$f":"[1]Measurement!H79","v":200},303.64999999999998,60729.999999999993,0,0]
[16,"DSR","Not covered above but covered in DSR-2021",{"$f":"H22*0.5789/443092.14","v":3.2662506719257078E-2},"DSR",25000,1,25000,0,0]
["Total ",null,null,{"$f":"SUM(D7:D22)","v":0.99999999249644589},"A","Rs ",null,{"$f":"SUM(H7:H22)","v":765403.58727799996},null,0]
["In Words ",null,null,{"$f":"rup(J23)","v":0}]
[]
[null,"Note -GST extra as applicable"]
[null,"1. Bidder has to quote in above unlocked cell (J-23) only. Item rate shall be calculated automatically. Calculated item rates upto four  decimal points may be adjusted w.r.t. gross total amount and it shall be the itemwise final rate for  execution of contract and all other purposes."]
[null,"2. Quoted gross total amount should be considered only if quoted in this excel sheet and print out of this should only be considered for evaluation.  If Price is quoted in any other format other than the Excel Sheet enclosed to the NIT , the offer of the bidder  will be rejected."]
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[null,null,null,null,null,null,"(Signature and Seal of  Contractor  )"]