{"text_format":"1","workbook":"xlsx","n_sheets":1,"sheets":["Price bid Parking Shed"],"not_rendered":{"charts":0,"images":0,"macros":1,"external_links":0,"defined_names":1,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Price bid Parking Shed","index":0,"n_rows":54,"n_cols":11,"rows_kept":54,"cut":false,"hidden":false,"merged":[[50,0,50,9],[1,0,1,9],[2,0,2,9],[3,0,3,9],[4,0,4,9],[5,0,5,9],[43,0,43,2],[44,0,44,2],[38,0,38,2],[34,0,34,2],[45,3,45,9],[48,0,48,9],[49,0,49,9]]}
[]
["    BHARAT HEAVY ELECTRICAL LIMITED , JHANSI              "]
["FACTORY CIVIL DEPARTMENT"]
["PRICE BID (JS 146)"]
["Name of work:- Construction of parking shed at main gate of BHEL Jhansi."]
["Tender Enq No-FCX/TW/22/13"]
[]
["S. \nNo.","DSR 2016  Reference ","DESCRIPTION OF ITEM","% Allocation (Item-wise)","Unit ","Quantity ","Analysed Rate as per DSR 2016","Amount (Rs)","Rate per Unit (in Rs.)","Amount (in Rs.)"]
[1,"1.1.1/68","By Mechanical Transport including loading, unloading and stacking Lime, moorum, building rubish  upto1 km .",{"$f":"H9*0.55/596187.35","v":1.3065221863563529E-3},"Cum",18,78.680000000000007,{"$f":"F9*G9","v":1416.2400000000002},{"$f":"ROUND(J9/F9,2)","v":0},{"$f":"D9*$J$45","v":0}]
[2,"1.1.2/68","By Mechanical Transport including loading, unloading and stacking Earth   upto 1 km .",{"$f":"H10*0.55/596187.35","v":8.6185407992974052E-3},"Cum",95,98.34,9342.3000000000011,{"$f":"ROUND(J10/F10,2)","v":0},{"$f":"D10*$J$45","v":0}]
[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. All kinds of soil",3.6019675694225991E-3,"Cum",31,125.95,3904.4500000000003,0,0]
[4,"2.7.1/76","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 isposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. - ordinary  rock ",2.0392499102840746E-3,"Cum",10,221.05,2210.5,0,0]
[5,"2.7.3/76","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-incharge. - Hard rock (blasting prohibited",2.8589167482335883E-3,"Cum",5,619.79999999999995,3099,0,0]
[6,"2.8.1/76","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",6.447369270750211E-3,"Cum",42,166.4,6988.8,0,0]
[7,"2.9.1/77","Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. - ordinary rock",3.0537548305914247E-3,"Cum",12,275.85000000000002,3310.2000000000003,0,0]
[8,"2.9.3/77","Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. - Hard rock (blasting prohibited)",3.6349479739883781E-3,"Cum",6,656.7,3940.2000000000003,0,0]
[9,"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.",1.2760879612759312E-3,"Cum",11,125.75,1383.25,0,0]
[10,"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).",1.7939771784825698E-2,"Cum",6,3241.05,19446.300000000003,0,0]
[11,"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).",0.15289372375982149,"Cum",47,3526.24,165733.28,0,0]
[12,"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",4.2533190279867572E-2,"Sqm",250,184.42,46105,0,0]
[13,"5.22.6/100","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.",9.5302760113913868E-3,"Kg",940,10.99,10330.6,0,0]
[14,"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)",1.0841272462423097E-2,"Cum",3,3917.23,11751.69,0,0]
[15,"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)",8.7611083999014749E-3,"Cum",2,4748.42,9496.84,0,0]
[{"$f":"A23+1","v":16},"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. \n",8.6350171636483068E-3,"Sqm",38,246.32,9360.16,0,0]
[17,"13.1.2/227","12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)",1.6250344795138644E-3,"Sqm",13,135.5,1761.5,0,0]
[18,"13.2.2/227","15 mm cement plaster on the rough side of single or half brick wall\nof mix : 1:6 (1 cement: 6 fine sand)",1.8650118960088639E-3,"Sqm",13,155.51,2021.6299999999999,0,0]
[19,"13.26/229","Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.",4.3041854209083776E-2,"Sqm",398.5,117.08,46656.38,0,0]
[20,"13.37.1/230","White washing with lime to give an even shade :New work (three or more coats)",7.9842099970755843E-3,"Sqm",510,16.97,8654.6999999999989,0,0]
[21,"13.47.1/230","Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:  New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)",3.2962369127758247E-2,"Sqm",399,89.55,35730.449999999997,0,0]
[22,"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.\nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix)",5.5188440345136473E-3,"Cum",6,997.05,5982.2999999999993,0,0]
[23,"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.",1.6102371175772182E-2,"Cum",12,1454.55,17454.599999999999,{"$f":"ROUND(J31/F31,2)","v":0},0]
[24,"19.1.5/354","Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 300 mm diameter",4.0583886927490168E-2,"Metre",65,676.8,43992,0,0]
[25,"19.3.5/354","Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard\ndesign : 300 mm diameter S.W. pipe",3.467139985442496E-2,"Metre",65,578.20000000000005,37583,0,0]
[26,"DSR","Not covered above but covered in DSR-2016",2.7675863971283524E-2,"DSR",30000,1,30000,0,0]
["Total (A)",null,null,{"$f":"SUM(D9:D34)","v":0.49600256278500376},null,null,null,{"$f":"SUM(H9:H34)","v":537655.37},null,{"$f":"SUM(J9:J34)","v":0}]
[]
[]
[]
["Non -Schedule Items"]
[1,"NS-1","Fixing & installation of coated AC sheet with J hook with bituminus washer fixed to the existing MS purlins/MS runners complete as per drawing and as directed by engineer-in-charge.(AC Sheet will be issued by BHEL free of cost) ",{"$f":"H40/596187.35","v":0.22945807219827796},"Sqm",760,180,{"$f":"F40*G40","v":136800},{"$f":"ROUND(J40/F40,2)","v":0},{"$f":"D40*$J$45","v":0}]
[2,"NS-2","Fabrication and erection of structural steel works at all heights(Maximum height up to 30.0 m) consisting of, railing, clamps, purlins with channels & angles,  M.S. flat, M.S. tubes, supports including all connections as per detailed drawings connected steel works etc. cleats, gusset plates all bolts, nuts, washers ,base plates, anchor bolts etc., as per detailed drawings cutting welding and painting 1 coats of red oxide primer before erection & 2 coats of synthetic enamel paint/Aluminium paint of approved brand & colour after erection complete. Advani made electrodes or other approved make electrodes are to be used. All bolts, nuts, washers, gas, electrodes are in contractor's scope. Fabrication to be done as per I.S. codes of latest revision. (All the materials are in contractor's scope except the Structural steel. Structural steel shall be provided by BHEL free of cost.) (Make of paint and primer shall be Asian, Berger, Narolac and Salimar)\n"]
[null,"(a)","Only fabrication",{"$f":"H42/596187.35","v":0.10985422619248798},"kg",11470,5.71,{"$f":"F42*G42","v":65493.7},0,{"$f":"D42*$J$45","v":0}]
[null,"(b)","Only erection",{"$f":"H43/596187.35","v":0.16468514469486817},"kg",11470,8.56,{"$f":"F43*G43","v":98183.200000000012},0,0]
["Total (B)",null,null,{"$f":"SUM(D40:D43)","v":0.5039974430856341},null,null,null,{"$f":"SUM(H40:H43)","v":300476.90000000002},null,{"$f":"SUM(J40:J43)","v":0}]
["Total C= (A+B)",null,null,{"$f":"D35+D44","v":1.0000000058706378},null,null,null,{"$f":"#REF!+H44","v":{"$error":"#REF!"}},null,0,"Total amount quoted by bidder"]
[null,null,"IN WORDS",{"$f":"rup(J45)","v":0}]
[]
["Note -GST extra as applicable"]
["1. Bidder has to quote in above unlocked cell (J-45) 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."]
["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"]
["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,"(Signature and Seal of  Contractor  )"]