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["    BHARAT HEAVY ELECTRICAL LIMITED , JHANSI              "]
["TOWNSHIP CIVIL DEPARTMENT"]
["PRICE BID (JS 146)"]
["Name of work: Miscellaneous Routine Repair and Maintenance works in the Township Premises of BHEL TP Jhansi"]
["Tender Enq No-TCX/TW/23/03"]
["Sl. No.","Description of Work","Unit ","Quantity ","Itemwise % Allocation","Rate (Rs.)","Amount (Rs.)"]
[1,"Earth  work  in  excavation  by mechanical  means  (Hydraulic excavator)  /  manual  means  in  foundation  trenches or drains, All kinds of soil  (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. ","cum",13,{"$f":"+ROUND(0.382713%,8)","v":3.8271300000000002E-3},{"$f":"+ROUND(G7/D7,2)","v":0},{"$f":"+ROUND(E7*G35,2)","v":0}]
[2,"Excavation  work  by  mechanical  means  (Hydraulic excavator) /manual  means  in foundation  trenches  or  drains, Ordinary rock (not exceeding  1.5  m in width  or  10 sqm  on  plan)  including  dressing  of sides and ramming of bottoms lift upto 1.5 m, including getting out the  excavated  soil  and  disposal  of  surplus  excavated  soils  as directed, within a lead of 50m.  ","cum",8,{"$f":"+ROUND(0.390419%,8)","v":3.9041900000000001E-3},{"$f":"+ROUND(G8/D8,2)","v":0},{"$f":"+ROUND(E8*G35,2)","v":0}]
[3,"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","cum",5,{"$f":"+ROUND(0.111236%,8)","v":1.11236E-3},0,{"$f":"+ROUND(E9*G35,2)","v":0}]
[4,"Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish lead unto 50 m and lift upto 1.5 m for all kinds of soil.   ","100sqm",14,{"$f":"+ROUND(0.034549%,8)","v":3.4549E-4},0,{"$f":"+ROUND(E10*G35,2)","v":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 : \"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).","cum",10,{"$f":"+ROUND(5.724275%,8)","v":5.7242750000000002E-2},0,{"$f":"+ROUND(E11*G35,2)","v":0}]
[6,"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\naggregate 40 mm nominal size)","cum",9,{"$f":"+ROUND(5.160552%,8)","v":5.1605520000000002E-2},0,{"$f":"+ROUND(E12*G35,2)","v":0}]
[7,"Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate\n20 mm nominal size). ","cum",1,{"$f":"+ROUND(0.767038%,8)","v":7.6703800000000001E-3},0,{"$f":"+ROUND(E13*G35,2)","v":0}]
[8,"Reinforced cement concrete work in walls (any  thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to\nfloor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone\naggregate 20 mm nominal size).   ","cum",1,{"$f":"+ROUND(0.772396%,8)","v":7.7239600000000002E-3},0,{"$f":"+ROUND(E14*G35,2)","v":0}]
[9,"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,\nfinishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).  ","cum",2,{"$f":"+ROUND(1.631309%,8)","v":1.6313089999999999E-2},0,{"$f":"+ROUND(E15*G35,2)","v":0}]
[10,"Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete.  ","sqm",15,{"$f":"+ROUND(0.489393%,8)","v":4.8939300000000003E-3},0,{"$f":"+ROUND(E16*G35,2)","v":0}]
[11,"Centering and shuttering including strutting, propping etc. and removal of form for all heights :Suspended floors, roofs, landings, balconies and access platform ","sqm",17,{"$f":"+ROUND(1.255615%,8)","v":1.255615E-2},0,{"$f":"+ROUND(E17*G35,2)","v":0}]
[12,"Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers","sqm",4,{"$f":"+ROUND(0.235812%,8)","v":2.35812E-3},0,{"$f":"+ROUND(E18*G35,2)","v":0}]
[13,"Brick work with FPS bricks of   (II nd class kanpur brick ) upto plinth 1:6 ( 1 cement: 6 fine sand )   ","cum",10,{"$f":"+ROUND(6.930211%,8)","v":6.930211E-2},0,{"$f":"+ROUND(E19*G35,2)","v":0}]
[14,"Brick  work  with  FPS  bricks  of    (II nd class kanpur brick ) in Super  structure 1:6 (1 cement : 6 fine sand ) upto floor five level ","cum",6,{"$f":"+ROUND(5.040438%,8)","v":5.0404379999999999E-2},0,{"$f":"+ROUND(E20*G35,2)","v":0}]
[15,"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)","sqm",10,{"$f":"+ROUND(1.000126%,8)","v":1.000126E-2},0,{"$f":"+ROUND(E21*G35,2)","v":0}]
[16,"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) ","cum",5,{"$f":"+ROUND(2.949794%,8)","v":2.949794E-2},0,{"$f":"+ROUND(E22*G35,2)","v":0}]
[17,"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","sqm",252,{"$f":"+ROUND(10.900569%,8)","v":0.10900569},0,{"$f":"+ROUND(E23*G35,2)","v":0}]
[18,"Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of\nany size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,\nincluding pointing in white cement mixed with pigment of matching shade complete.","sqm",10,{"$f":"+ROUND(1.124399%,8)","v":1.1243990000000001E-2},0,{"$f":"+ROUND(E24*G35,2)","v":0}]
[19,"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. ","sqm",22,{"$f":"+ROUND(2.3956%,8)","v":2.3956000000000002E-2},0,{"$f":"+ROUND(E25*G35,2)","v":0}]
[20,"Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,\nlaid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm","sqm",37,{"$f":"+ROUND(6.054212%,8)","v":6.0542119999999998E-2},0,{"$f":"+ROUND(E26*G35,2)","v":0}]
[21," Plaster -12 mm thick in 1:6 ( 1 cement : 6 fine sand ) ","sqm",48,{"$f":"+ROUND(1.150715%,8)","v":1.1507150000000001E-2},0,{"$f":"+ROUND(E27*G35,2)","v":0}]
[22," Plaster -15 mm thick in 1:6 ( 1 cement : 6 fine sand ) ","sqm",48,{"$f":"+ROUND(1.320522%,8)","v":1.320522E-2},0,{"$f":"+ROUND(E28*G35,2)","v":0}]
[23,"Demolishing cement concrete  including disposal of material within 50 meter lead (1:3:6)","cum",2,{"$f":"+ROUND(0.352788%,8)","v":3.5278800000000002E-3},0,{"$f":"+ROUND(E29*G35,2)","v":0}]
[24,"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.In cement mortar","cum",3,{"$f":"+ROUND(0.447292%,8)","v":4.47292E-3},0,{"$f":"+ROUND(E30*G35,2)","v":0}]
[25,"Supplying at site :R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately).","cum",3,{"$f":"+ROUND(8.513885%,8)","v":8.5138850000000002E-2},0,{"$f":"+ROUND(E31*G35,2)","v":0}]
[26,"Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length\nof barbed wire used.With G.I. barbed wire","meter",1210,{"$f":"+ROUND(1.594849%,8)","v":1.5948489999999999E-2},0,{"$f":"+ROUND(E32*G35,2)","v":0}]
[27,"Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm\nthick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.","sqm",315,{"$f":"+ROUND(30.616063%,8)","v":0.30616062999999999},0,{"$f":"+ROUND(E33*G35,2)","v":0}]
[28,"All items of DSR 2016 but not covered above.","basic value",15000,{"$f":"+ROUND(2.653231%,8)","v":2.653231E-2},0,{"$f":"+ROUND(E34*G35,2)","v":0}]
[null,"Total Amount (Rs.)",null,null,{"$f":"ROUND(SUM(E7:E34),6)","v":1},null,0]
[null,"IN WORDS",{"$f":"rup(G35)","v":0}]
[null,"1. GST extra as applicable"]
[null,"2. Bidder has to quote in above unlocked cell (G-35) 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,"3. 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,"4. The quantity of items in the BOQ are only tentative and approximate and are liable for variation up to any extent provided the total value of the Contract does not vary by more than 30% (Thirty percent)."]