{"text_format":"3","workbook":"xlsx","n_sheets":5,"sheets":["Tiltel","Earth Work & Allied Activities ","Sub-Base & Base Course","Surface Course & Pavement","Ancillary Works"],"not_rendered":{"images":1,"external_links":16,"defined_names":154},"read":"whole","date_system":"1900"}

{"sheet":"Tiltel","index":0,"n_rows":5,"n_cols":1,"rows_kept":5,"merged":[[0,0,0,2],[1,0,1,2],[2,0,2,2],[3,0,3,2],[4,0,4,2],[5,0,5,2],[6,0,6,2]]}
["CIVIL ENGINEER VERSE"]
["BOQ "]
["ROAD NETWORK"]
[]
["BILL OF QUANTITIES"]

{"sheet":"Earth Work & Allied Activities ","index":1,"n_rows":23,"n_cols":6,"rows_kept":23,"merged":[[22,0,22,4]]}
[]
["Sr. No.","Item Description","Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
["Bill\nNo. 1","Earthwork and Allied Activities"]
[1,"Jungle clearance and removing within 100 ft. (30 m).\nThe  compaction  of  area  will  be  restored  to  its  original  value without any extra payment."]
[null,"a) Ordinary","SM",{"v":33836,"d":"33,836.00"}]
[null,"b) Heavy","SM",{"v":28196,"d":"28,196.00"}]
[2,"Compaction   of   earthwork   with   power   road   roller,   including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete:"]
[null,"i) 95% to 100% maximum modified AASHTO dry density.","CM",{"v":14379,"d":"14,379.00"}]
[null,"ii) 90% maximum modified AASHTO dry density.","CM",{"v":3595,"d":"3,595.00"}]
[3,"Cutting and removing trees within a distance of 100 ft. (30 m)"]
[null,"a) upto 2½ ft. (150mm-760 mm) girth.","Each",{"v":100,"d":"100.00"}]
[null,"b) above 2½ ft. to 6 ft. (760 to 1800 mm) girth.","Each",{"v":20,"d":"20.00"},4]
[4,"Earthwork  excavation  undressed  lead  upto  a  single  throw  of\nKassi, phaorah or shovel:-"]
[null,"b) In ordinary soil.","CM",{"v":2639,"d":"2,639.00"}]
[5,"Transportation   of   earth   all   types   when   the   total   distance, including the lead covered in the item of work.","CM",{"v":2639,"d":"2,639.00"}]
[6,"Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m),  including  ploughing,  mixing  and  compaction  by  mechanical means  at  optimum  moisture  content  and  dressing  to  designed\nsection, complete in all respects:-"]
[null,"i) With 95% to 100% Compaction of AASHTO dry density.","CM",{"v":131765.2,"d":"131,765.20"},"623   0"]
[null,"ii) With 90% Compaction of AASHTO dry density.","CM",{"v":56470.8,"d":"56,470.80"},"611   5"]
[7,"Earthowrk with Borrow in ordinary soil for embankments lead upto 100  ft.  (30  m),  including  ploughing,  mixing  and  compaction  by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:-"]
[null,"With 95% to 100% Compaction of AASHTO dry density.","CM",{"v":6934.9,"d":"6,934.90"}]
[8,"With 90% Compaction of AASHTO dry density.\nProviding  and  laying  good  quality  /  local  sand  cushion  from approved    source    (compacted   in   layers   not    exceeding   6\" thickness) by mechanized means including the  cost of front end loader, viberatory roller  and  all lead  and lifts,  dressing,  watering complete in all respect as approved and directed by the Engineer\nIncharge","CM\nCM","2,972.10\n2,639.00",1]
[9,"Turfing   slopes   of  banks   or  lawns   with  grass   sods   including ploughing,  laying,  setting  and  watering  (Turf  got  from  within  a\ndistance of 5 miles (8 Km.) and maintenance for 15 days).","SM",{"v":4291,"d":"4,291.00"}]
["TOTAL COST",{"$nulls":4},{"$f":"SUM(F4:F22)","v":0}]

{"sheet":"Sub-Base & Base Course","index":2,"n_rows":7,"n_cols":6,"rows_kept":7}
[]
["Sr. No.","Item Description","Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
["Bill\nNo. 2","Sub-base & Base Course"]
[1,"Providing   and   laying   sub-base   course   of   stone   product   of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to  achieve  100%  maximum  modified  AASHO  dry density, including carriage of all material to site of work except gravel and. aggregate."]
[null,"ii) Crushed stone aggregate","CM",{"v":22253,"d":"22,253.00"}]
[2,"Providing   and   laying   (WBM)   base   course   of   crushed  stone aggregate   of   approved   quality   and   grade,   and   supply   and spreading    of    stone    screening,    including    placing,    mixing, spreading  and  compaction  of  base  course  material  to  required depth,  camber  and  grade  to  achieve  100%  maximum  modified AASHO  dry  density,  including  carriage  of  all  materials to  site  of\nwork except gravel and. aggregate.","CM",{"v":17533,"d":"17,533.00"}]
[null,"TOTAL COST"]

{"sheet":"Surface Course & Pavement","index":3,"n_rows":8,"n_cols":6,"rows_kept":8,"merged":[[7,0,7,4]]}
[]
["Sr. No.","Item Description","Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
["Bill\nNo.3","Surface Courses & Pavement"]
[1,"Providing   and   laying   bituminous   priming   coat,  using   10  lbs. kerosene  oil and 10  lbs.  binder per 100 Sft.  or 0.5  Kg kerosene and 0.5 Kg binder per square metre.","SM",{"v":59533,"d":"59,533.00"}]
[2,"(Asphaltic  Base  Course)  Providing  and  laying  plant  premixed bituminous carpet, including compaction and finishing to required camber, grade and density.\niii) 4% Bitumen","CM",{"v":8286,"d":"8,286.00"}]
[3,"Providing  and  laying   bituminous   tack  coat,   using  10  lbs.   of bitumen per 100 Sft (0.49 Kg of bitumen per sq.m.)","SM",{"v":102837,"d":"102,837.00"}]
[4,"(Asphaltic Wearing Course)  Providing and laying plant premixed bituminous carpet, including compaction and finishing to required camber, grade and density.\niv) 4.5% Bitumen","CM",{"v":2977,"d":"2,977.00"}]
["TOTAL COST"]

{"sheet":"Ancillary Works","index":4,"n_rows":26,"n_cols":6,"rows_kept":26,"merged":[[17,0,20,0],[25,0,25,4]]}
[]
["Sr. No.","Item Description","Unit","Quantity","Rate (Rs.)","Amount (Rs.)"]
["Bill\nNo. 4","Ancillary Works"]
[1,"Providing and laying Tuff Pavers, having 7000 PSI, crushing strength of approved manufacturer, over 2\" to 3\" sand cushion i/c grouting with sand in joints i/c finishing to require slope. complete in all respect.\n(50% Grey / 50% Coloured)"]
[null,"a) 50-mm thick","SM",{"v":35054,"d":"35,054.00"}]
[null,"c) 80-mm thick","SM",{"v":5500,"d":"5,500.00"}]
[2,"Painting Traffic Lane Marking of specified width (1.5mm thick), with Thermoplastic (TP) Paint including Glass Beads, complete in all respect, as approved and directed by Engineer incharge.\nIi) (6\" wide)","LM",{"v":15018,"d":"15,018.00"}]
[3,"Painting Arrows & Zebra crossings (1.5mm thick),with thermoplastic (TP) Paint including Glass Beads, complete in al\nrespect.","SM",{"v":225,"d":"225.00"}]
[4,"Providing & fixing Cat Eyes of size 4\" x 4\" x 3/4\" duly casted with specified material having plastic strip containing mini retro- reflective glass beads of color white/ red/ yellow having specifid reflections, quality & shape i/c the cost of self built in 12mm dia x 120mm long steel zinc plated nail, fixing to road with epoxy/ hammering with separate nail complete.\na) Acrylic material\n(2) Uni-Directional\n(ii) 43 Glass beads a side","Nos",{"v":2496,"d":"2,496.00"},{"v":511.6,"d":"511.60"}]
[5,"Providing & fixing Road Studs of aluminium alloy (raised profile) of specified size with Diamond grade reflectors on both sides etc complete.\nb) Dual- Directional\n(ii) 6\" x 4\" x 1.75\"","Nos",{"v":75,"d":"75.00"},{"v":1018,"d":"1,018.00"}]
[6,"Providing and fixing precast Edge Kerb Stone (4\" to 6\" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc. Complete in all respect.\nb) With Painting\n(ii) 18\" high\n","RM\n","11,264.00\n"]
[7,"Providing & fixing precast Edge Kerb Stone (4\" to 6\" thick) and 14\" high of Compressive Strength of 3500 PSI laid in cement sand mortar (1:3) over pre-laid brick masonary for drain cum footpath etc complete in all respect.\n(ii) Without painting","RM\n",{"v":2816,"d":"2,816.00"}]
[8,"Providing, fabrication and fixing pole mounted Direction Board / road delineator of any shape and size, with specified Sheet and thickness, supported with G.I Channel, (excluding the cost of vertical post and painting) etc complete in all respect.\n(A) G.I Sheet 14 SWG\ni) CIRCULAR/TRIANGULAR"]
[null,"a) 3-4 ft size","SM",{"v":7,"d":"7.00"}]
[9,"Providing, fabrication and fixing pole mounted Direction Board / road delineator of any shape and size, with specified Sheet and thickness, supported with G.I Channel, (excluding the cost of vertical post and painting) etc complete in all respect.\nii) RECTANGULAR SHAPE"]
[null,"(a) 12 -48 sft","SM",{"v":12,"d":"12.00"}]
[null,"(b) 54 -120 sft","SM",{"v":20,"d":"20.00"}]
[10,"If 3mm thick Aluminium sheet is used instead of G.I Sheet,\nfollowing composite rates shall be added."]
[null,"a) 3-4 ft size","SM",{"v":7,"d":"7.00"}]
[null,"(a) 12 -48 sft","SM",{"v":12,"d":"12.00"}]
[null,"(b) 54 -120 sft","SM",{"v":20,"d":"20.00"}]
[11,"Providing, fabrication and fixing Vertical Post comprising of medium quality G.I Pipe of specified diameter, including the cost of clamping arrangements, top cover, hold fasts, PCC 1:2:4 footing of specified depth and excavation etc complete in all respect, as approved and directed by the engineer incharge"]
[null,"( c) 4 inch diameter (footing 1.5'x1.5'x6')","M",{"v":20,"d":"20.00"}]
[null,"(d) 5 inch diameter (footing 1.5'x1.5'x6')","M",{"v":18,"d":"18.00"}]
[12,"Lettering and printing of signage/ direction boards/ road delineators of any colour by machine i/c cost of Digital Lettering, Lamination & pasting etc. Complete in all respect.\nb) Diamond Grade Tape","SM",{"v":39,"d":"39.00"}]
["TOTAL COST"]