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["    BHARAT HEAVY ELECTRICAL LIMITED , JHANSI              "]
["FACTORY CIVIL DEPARTMENT"]
["Price bid "]
["Name of Work:-  Misc. civil maintenance work in factory area. "]
["Tender Enquiry No-FCX/TW/23/03"]
["Part A-DSR-ITEM "]
["Sl. No.","DSR 2016 ","Description of Work","% allocation ","Unit ","Quantity ","Analysed rate of DSR-2016","Amount (RS)","Rate ","Amount (Rs)"]
["(A)",null,"(B)",null,"(D)","( E )","( F )","( G=E*F )","Rate ","Amt"]
[1,"1.1.1/68","By Mechanical Transport including loading, unloading and stacking:  Lime, moorum, building rubbish",{"$f":"H9*0.572/372176.67","v":1.8138546943310553E-3},"Cum",15,78.680000000000007,{"$f":"F9*G9","v":1180.2},{"$f":"ROUND(J9/F9,2)","v":1.21},{"$f":"$J$56*D9","v":18.138546943310551}]
[2,"1.1.2/68","By Mechanical Transport including loading, unloading and stacking:  Carriage of Earth  up 1 km. ",{"$f":"H10*0.572/372176.67","v":3.0227837763178445E-3},"Cum",20,98.34,{"$f":"F10*G10","v":1966.8000000000002},{"$f":"ROUND(J10/F10,2)","v":1.51},{"$f":"$J$56*D10","v":30.227837763178446}]
[3,"2.6.1/76","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.",3.8714624428231891E-3,"Cum",20,125.95,2519,1.94,38.714624428231893]
[4,"2.25/79","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. ",1.9326574124057803E-3,"Cum",10,125.75,1257.5,1.93,19.326574124057803]
[5,"4.1.3/88","Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : \"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). ",2.9836664829098501E-2,"Cum",6,3235.58,19413.48,49.73,298.36664829098498]
[6,"4.1.6/88","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). ",4.9811843391473189E-2,"Cum",10,3241.05,32410.5,49.81,498.1184339147319]
[7,"4.1.8/88","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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)",5.0291511286830529E-2,"Cum",10,3272.26,32722.600000000002,50.29,502.9151128683053]
[8,"5.1.3/97","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). ",0.10838988268662834,"Cum",20,3526.24,70524.799999999988,54.19,1083.8988268662833]
[9,"5.3/97","Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). ",5.6685956161626132E-2,"Cum",8,4610.3999999999996,36883.199999999997,70.86,566.85956161626132]
[10,"5.9.1/98","Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete ",4.2515389263921344E-2,"Sqm",150,184.42,27662.999999999996,2.83,425.15389263921344]
[11,"5.9.3/98","Centering and shuttering including strutting, propping etc. and removal of form for all heights :  Suspended floors, roofs, landings, balconies and access platform ",6.4162689187369004E-2,"Sqm",100,417.48,41748,6.42,641.62689187369006]
[12,"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.(Steel Shall be issued free of cost by BHEL)",1.1823406340864944E-2,"Kg",{"$f":"(F16+F17)*25","v":700},10.99,{"$f":"F20*G20","v":7693},0.17,118.23406340864943]
[13,"6.1.2/111","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) ",3.0102042129615487E-2,"Cum",5,3917.23,19586.150000000001,60.2,301.02042129615489]
[14,"6.4.2/111","Brick work with common burnt clay F.P.S. (non modular) bricks 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 (1 cement : 6 coarse sand) ",8.7574416956334208E-2,"Cum",12,4748.42,56981.04,72.98,875.7441695633421]
[15,"6.8/111","Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. ",1.3058770180301736E-2,"Sqm",20,424.84,8496.7999999999993,6.53,130.58770180301735]
[16,"6.13.2/112","Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)",1.7376549690769169E-2,"Sqm",20,565.30999999999995,11306.199999999999,8.69,173.7654969076917]
[17,"7.1.1/119","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) ",2.0500338831018074E-2,"Cum",4,3334.68,13338.72,51.25,205.00338831018072]
[18,"11.1.2/191","Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:6 (1cement : 6 coarse sand) ",7.7332423872780625E-3,"Sqm",10,503.17,5031.7,7.73,77.332423872780623]
[19,"11.2/191","Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. ",7.1258577277291454E-3,"Sqm",10,463.65,4636.5,7.13,71.258577277291451]
[20,"11.3.1/191","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",1.1357109514682905E-2,"Sqm",30,246.32,7389.5999999999995,3.79,113.57109514682905]
[21,"11.4/191","52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. ",6.0789183803487724E-3,"Sqm",10,395.53,3955.2999999999997,6.08,60.789183803487724]
[22,"11.38/196","Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st 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), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete",1.4189240287415115E-2,"Sqm",15,615.49,9232.35,9.4600000000000009,141.89240287415114]
[23,"13.1.2/227","12 mm cement plaster of mix :  1:6 (1 cement: 6 fine sand) ",1.5618792010794229E-2,"Sqm",75,135.5,10162.5,2.08,156.18792010794229]
[24,"13.2.2/227","15 mm cement plaster on the rough side of single or half brick wall of mix :  1:6 (1 cement: 6 fine sand) ",9.5601607698838284E-3,"Sqm",40,155.51,6220.4,2.39,95.601607698838279]
[25,"13.3.2/227","20 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)",4.1934439361822435E-3,"Sqm",15,181.9,2728.5,2.8,41.934439361822434]
[26,"13.8.2/227","15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :  1:4 (1 cement: 4 fine sand) ",4.2167280394012881E-3,"Sqm",15,182.91,2743.65,2.81,42.167280394012884]
[27,"15.2.1/253","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) ",1.5323706346236048E-2,"Cum",10,997.05,9970.5,15.32,153.23706346236048]
[28,"15.2.2/253","Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) ",1.4181402074450285E-2,"Cum",15,615.15,9227.25,9.4499999999999993,141.81402074450284]
[29,"15.3/253","Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.",3.3532566670554605E-2,"Cum",15,1454.55,21818.25,22.36,335.32566670554604]
[30,"15.7.4/253","Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.",1.9428394047375404E-2,"Cum",15,842.75,12641.25,12.95,194.28394047375403]
[31,"15.9.2/253","Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :  In cement mortar",1.0819654010016265E-2,"Cum",7,1005.7,7039.9000000000005,15.46,108.19654010016265]
[32,"15.12.1/254","Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below ",2.4260037578389855E-3,"Each",10,157.85,1578.5,2.4300000000000002,24.260037578389856]
[33,"15.56/258","Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. ",6.8853321730241712E-4,"Sqm",20,22.4,448,0.34,6.885332173024171]
[34,"19.1.5/354","Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 300 mm diameter",1.0401769675675802E-2,"Mtr",10,676.8,6768,10.4,104.01769675675801]
[35,"19.3.5/354","Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe",8.8863818358093215E-3,"Mtr",10,578.20000000000005,5782,{"$f":"ROUND(J43/F43,2)","v":8.89},{"$f":"$J$56*D43","v":88.863818358093212}]
[36,"0293/7","Stone Aggregate (Single size) : 40 mm nominal size ",2.1040991097050762E-2,"Cum",10,1369.05,13690.5,21.04,210.40991097050761]
[37,"0295/8","Stone Aggregate (Single size) : 20 mm nominal size ",2.6259120003411282E-2,"Cum",12,1423.81,17085.72,21.88,262.59120003411283]
[38,"0297/8","Stone agrgregate - 10 MM",2.6259120003411282E-2,"Cum",12,1423.81,17085.72,21.88,262.59120003411283]
[39,"0982/15","Coarse sand",2.0199382191258788E-2,"Cum",10,1314.29,13142.9,20.2,201.99382191258789]
[40,"983/15","Fine Sand",1.2792885701298792E-2,"Cum",10,832.38,8323.7999999999993,12.79,127.92885701298792]
[41,"2602/27","FPS Bricks class designation 7.5",2.2724224277679735E-2,"1000 Nos ",3,4928.57,14785.71,75.75,227.24224277679735]
[42,"DSR 2016","Item covered in DSR 2016 but not covered above",3.0738090058143621E-2,"DSR",20000,1,{"$f":"F50*G50","v":20000},{"$f":"ROUND(J50/F50,2)","v":0.02},{"$f":"$J$56*D50","v":307.38090058143621}]
["Sub Total (A)",null,null,0.94854593728295755,null,null,"Rs.",{"$f":"SUM(H9:H50)","v":617179.49},null,9485.4593728295749]
[]
["Part  'B' (NON DSR ITEM)"]
[40,null,"Work for unloading the cement bags(50 kg) from trucks and  stacking it inside closed shed on wooden pallets as per instruction  of Engineer -in charge.",{"$f":"H54/372176.67","v":5.1454058095581331E-2},"Nos ",5000,3.83,{"$f":"F54*G54","v":19150},{"$f":"ROUND(J54/F54,2)","v":0.1},{"$f":"$J$56*D54","v":514.54058095581331}]
["Total D",null,null,{"$f":"SUM(D54)","v":5.1454058095581331E-2},null,null,"Rs.",{"$f":"SUM(H54)","v":19150},null,{"$f":"$J$56*D55","v":514.54058095581331}]
["Grand Total G=( E+F)",null,null,{"$f":"D51+D55","v":0.9999999953785389},null,null,null,null,null,10000]
["In words ",null,null,{"$f":"rup(J56)","v":"Rupees Ten Thousand  Only "}]
[]
[null,"Note -GST extra as applicable"]
[null,"1. Bidder has to quote in above unlocked cell (J-56) only. Item rate shall be calculated automatically. Calculated item rates upto two 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"]
[null,"3.During the execution , the quantity of various items may vary to any extent depending on requirement of work/site and as per discretion of BHEL."]
[]
[]
[null,null,null,"(Signature and Seal of  Contractor  )"]