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["    BHARAT HEAVY ELECTRICAL LIMITED , JHANSI              "]
["TOWNSHIP CIVIL DEPARTMENT"]
["PRICE BID (JS-146)"]
["Name of work -Road re-carpeting work in BHEL Jhansi"]
["Tender Enq No-TCX / TW / 21 / 22"]
["S No. ","DESCRIPTION OF ITEM","Unit ","Total Qty ","% Allocation (Item-wise)","Rate per Unit (in Rs.)","Amount (in Rs.)"]
[1,"Carriage of building rubbish","Cum",{"$f":"'[1]Measurement Cement'!H9","v":72.150000000000006},7.7568826307803845E-2,{"$f":"ROUND(G7/D7,2)","v":0},{"$f":"ROUND($G$30*E7%,2)","v":0}]
[2,"Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (All kinds of soil)","Cum",{"$f":"'[1]Measurement Cement'!H13","v":661.5},1.1384515530154355,{"$f":"ROUND(G8/D8,2)","v":0},{"$f":"ROUND($G$30*E8%,2)","v":0}]
[3,"Filling available excavated earth in (excluding rock)","Cum",{"$f":"'[1]Measurement Cement'!H18","v":661.5},1.1366437696839304,0,0]
[4," 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). ","Cum",{"$f":"'[1]Measurement Cement'!H25","v":29},1.2821436142161875,0,0]
[5,"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size)","Cum",{"$f":"'[1]Measurement Cement'!H33","v":148},6.5544156663122966,0,0]
[6,"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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)","Cum",{"$f":"'[1]Measurement Cement'!H38","v":2},9.3871369932789689E-2,0,0]
[7,"Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm  nominal size). ","Cum",{"$f":"'[1]Measurement Cement'!H44","v":201},9.6848847836153169,0,0]
[8,"Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete.","Sqm",{"$f":"'[1]Measurement Cement'!H53","v":363},0.91474738416190782,0,0]
[9,"Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more","Kg ",{"$f":"'[1]Measurement Cement'!H58","v":9135},1.3718062513905724,0,0]
[10,"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)","Cum",{"$f":"'[1]Measurement Cement'!H63","v":188},10.062906899005288,0,0]
[11,"Fabrication Built up section","Kg ",{"$f":"'[1]Measurement Cement'!H68","v":941},0.2612762057121073,0,0]
[12,"15 mm cement plaster on the rough side of single or half brick wall of mix1:6 (1 cement: 6 fine sand","Sqm",{"$f":"'[1]Measurement Cement'!H73","v":1440},3.0599007987198097,0,0]
[13,"Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) \n","Cum",{"$f":"'[1]Measurement Cement'!H79","v":3},4.0871890491549122E-2,0,0]
[14,"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. ","Cum",{"$f":"'[1]Measurement Cement'!H83","v":3},5.9626105325192108E-2,0,0]
[15,"Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing\nand tamping complete.","Cum",{"$f":"'[1]Measurement Cement'!H88","v":204},9.0757478858185952,0,0]
[{"$f":"A21+1","v":16},"Supplying and stacking of good earth with at site [including royalty and carriage upto site] (good earth measured in stacked will be reduced by 20% for payment.","Cum",{"$f":"'[1]Measurement Cement'!H98","v":50},0.32771482894361414,0,0]
[{"$f":"A22+1","v":17}," Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :\nOn bituminous surface @ 0.50 Kg I sqm ","Sqm",{"$f":"'[1]Measurement Bitumen'!G8","v":5633},2.7533445953809403,0,0]
[18,"Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be.","Each",{"$f":"'[1]Measurement Bitumen'!M8","v":566},1.5663312313153896,0,0]
[19,"Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.\n50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.","Cum",{"$f":"'[1]Measurement Bitumen'!I8","v":84},10.578186490946972,0,0]
[20,"Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.","Cum",{"$f":"'[1]Measurement Bitumen'!K8","v":225},31.852861421889571,0,0]
[21,"Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.","Sqm",{"$f":"'[1]Measurement Bitumen'!L8","v":283},1.9219657278208706,0,0]
[22,"Item not covered above but covered in DSR 2016","DSR 2016",25000,0.34160682757091027,0,0]
[23,"Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with rubber molded unifier finish strong vibratory compaction, of approved size, design & shape, laid in required colour (Red, yellow, Gray) and pattern over and including 50 mm thick compacted bed of stone dust, filling the joints with fine stone dust etc. all complete as per the direction of engineer – incharge.","Sqm",{"$f":"'[1]Measurement Cement'!H102","v":522},5.8431258724229433,0,0]
["Total Amount to be quoted by Contractor",null,null,null,{"$f":"SUM(E7:E29)","v":100}]
[null,"Note -GST extra as applicable"]
[null,"1. Bidder has to quote in above unlocked cell (G30) only and take print out  to submitt alongwith Tech-bid. 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"]
[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."]