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["BHARAT HEAVY ELECTRICALS LIMITED,  JHANSI"]
["FACTORY CIVIL DEPARTMENT"]
["Price bid "]
["Name of Work: Consultancy work for enhancement of cranable capacity at Bay- 9 and Bay 10 inside factory premises in BHEL Jhansi."]
["Tender Number: FCX/TW/24/03"]
["Sr. No","Description ","% Allocation (Item-wise)","Unit "," Qty","Rate ","Amount (Rs)","Rate per Unit (in Rs.)","Amount (in Rs.)"]
[1,"Providing Consultancy works for Feasibility study of existing structure at Bay-9, having size of 300 m x 24 m and submission of report in order to ascertain stability of structural steel structure and foundation to sustain the loading of 300 MT through EOT crane in place of existing 250 MT (2 Cranes of 125 MT are used in tandem) by way of conducting Non-destructive testing as needed such as spectrometer analysis, ultrasonic testing structural steel members, analysis of verticality of columns through total station and rebound hammer test over foundation and any other test necessary to asertain the loading of 300 MT and study of existing sections of superstructure as per built drawings.\nUltra sonic testing and verticality is to be checked for all the 56 Column of Bay 9. Rebound hammer test, Spectrometer Analysis and any other test required are to be carried out as per the requirement of structural audit.\nAs per study and results of test obtained, consultant has to provide detailed specification for strengthening of existing structural steel structure required to increase the loading capacity to 300 MT along with submission of design and drawings and necessary backup calculation in three copies. The recommendation must contain the Bill of Quantity for modifications work proposed by consultant for enhancement of Cranable Capacity.\nDesign, drawing and recommendation documents must be vetted by any reputed govt. institution such as IIT's/NIT's/other Government reputed college or university for suitablity of the existing structural steel structure and foundation as per relevant Indian standards.\nSize of Bay 9: 300 m x 24 m\nNumber of main columns: 56\n",{"$f":"G7/1680000","v":0.52380952380952384},"Lot",1,{"$f":"'[1]Budgetary cons'!I8","v":880000},{"$f":"E7*F7","v":880000},{"$f":"I7/E7","v":0},{"$f":"$I$11*C7","v":0}]
[2,"Providing \"Structural Stability Certificate\" post completion of modification work as proposed by consultant for Bay 9.",{"$f":"G8/1680000","v":1.9047619047619049E-2},"Lot",1,{"$f":"'[1]Budgetary cons'!I9","v":32000},{"$f":"E8*F8","v":32000},{"$f":"I8/E8","v":0},{"$f":"$I$11*C8","v":0}]
[3,"Providing Consultancy works for Feasibility study of existing structure at Bay-10, having sixe of 168 m x 24 m and submission of report in order to ascertain stability of structural steel structure and foundation to sustain the loading of 125 MT through EOT crane in place of existing 50 MT by way of conducting Non-destructive testing as needed such as spectrometer analysis, ultrasonic testing structural steel members, analysis of verticality of columns through total station and rebound hammer test over foundation and any other test necessary to asertain the loading of 125 MT and study of existing sections of superstructure as per built drawings.\nUltra sonic testing and verticality is to be checked for all the 34 Column of Bay 10. Rebound hammer test, Spectrometer Analysis and any other test required are to be carried out as per the requirement of structural audit.\nAs per study and results of test obtained, consultant has to provide detailed specification for strengthening of existing structural steel structure required to increase the loading capacity to 125 MT along with submission of design and drawings and necessary backup calculation in three copies. The recommendation must contain the Bill of Quantity for modifications work proposed by consultant for enhancement of Cranable Capacity\nDesign, drawing and recommendation documents must be vetted by any reputed govt. institution such as IIT's/NIT's/other Government reputed college or university for suitablity of the existing structural steel structure and foundation as per relevant Indian standards.\nSize of Bay 10: 168 m x 24 m\nNumber of main columns: 34",0.43809523809523809,"Lot",1,{"$f":"'[1]Budgetary cons'!I10","v":736000},{"$f":"E9*F9","v":736000},0,0]
[4,"Providing \"Structural Stability Certificate\" post completion of modification work as proposed by consultant for Bay 10.",1.9047619047619049E-2,"Lot",1,{"$f":"'[1]Budgetary cons'!I11","v":32000},{"$f":"E10*F10","v":32000},0,{"$f":"$I$11*C10","v":0}]
[null,"Total (Excluding GST) (In Rs.)",{"$f":"SUM(C7:C10)","v":1},null,null,null,{"$f":"SUM(G7:G10)","v":1680000},null,0]
["In words ",null,null,{"$f":"rup(I11)","v":0}]
[null,"Note -GST extra as applicable"]
[null,"1. Bidder has to quote in above unlocked cell (I-11) 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,"(Signature and Seal of  Contractor  )"]