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Tender for Construction Of Mr-05 30M Wide Smart Road Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City Bid To Qouted In % Above Or Below (For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Financial Bid Sheet Construction Of Smart Roads Mnr 08 (24M Row)Consisting Of Utility Ducts Along With Allied Works Along With Defect Liability Period Of Tendered Works For Period Of Five Years Under Smart City Mission On Design, Build And Operate Basis At Bhopal City Name Of The Bidder D S.No. Sub-Head Section Amount , Sh-Ii , Sh-Iii Total (A) 66779047.26 0.0 Instructions To The Bidder , Bidder Can Qoute There Rates In The Highlighted Yellow Spaces Provided , Bidder Should Write Name Of His Firm/Company In The Highlighted Yellow Space Provided , Rates Should Be Qouted Including All The Taxes But Excluding Gst , Bidder Should Qoute Rate In Dsr Sheet On % Basis And In Non Sor The Rate Should Be Qouted Item Wise , If Any Bidding Sheet Or Bidding Excel Cell Is Left Empty Then It Will Be Considered As Zero (Zero Rupees) Name Of The Bidder Name Of Work Construction Of Mr-05 30M Wide Smart Road Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City Sh-I Mr-05 (30M ) Mr-08 24M Wide Mnr-13-18M Wide Mnr-14 S.No. Mppwd 2022 Description Unit Rate Qty Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Qty Amount Qty Amount Qty Amount Qty Amount , 2.1,Pg.14 2.1.1.1 Girth From 300 Mm To 600 Mm Each 364.0 1.0 364.0 1.0 364.0 2.1.1.2 Girth From 600 Mm To 900 Mm Each 555.0 1.0 555.0 1.0 555.0 1 (A) 2.1.2 Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lift And Up To Lead Of 1000M And Earth Filling In The Depression/ Pit. 2.1.2.1 Girth From 300 Mm To 600 Mm Each 558.0 1.0 558.0 1.0 558.0 2.1.2.2 Girth From 600 Mm To 900 Mm Each 760.0 1.0 760.0 1.0 760.0 , 2.2,Pg.15 2.2.2.1 In Area Of Light Jungle Hact 98718.0 1.14 112538.51999999999 1.14 112538.51999999999 , 3.3,Pg.24 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 23 23 0.0 , 3.13, Pg.26 , 3.14, Pg.20 , A 3.13,Pg.26 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 303.0 2945.0 892335.0 2945.0 892335.0 , 4.1.1.5,Pg.34 , 4.4,Pg.35 , 5.1.1,Pg.48 , 5.2.1,Pg.48 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 13.0 5320.0 69160.0 5320.0 69160.0 , 5.11.2, Pg. 51 , 5.12.4, Pg. 51 , 8.19, Pg. 77 , 8.4,Pg 73 A 60 Cm Equilateral Triangle Each 3393.0 2.0 6786.0 2.0 6786.0 B 60 Cm Circular Each 4188.0 2.0 8376.0 2.0 8376.0 C 60 Cm X 45 Cm Rectangular Each 4107.0 2.0 8214.0 2.0 8214.0 D 60 Cm X 60 Cm Square Each 4666.0 2.0 9332.0 2.0 9332.0 , 8.8,Pg 75 , 8.10,Pg 75 , 8.18, Pg 77 , 8.3, Pg. 72 , 8.12, Pg 76 Total 12656925.26 12656925.259999998 0.0 0.0 0.0 Name Of The Bidder Name Of Work Construction Of 12M, 18M , 24M & 30M Wide Smart Road Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City S.No. Dsr / Uadd Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head-Ii Bill Of Quantity - Mnr 13 (18M Row) Duct (2.5X2.5)M Bill Of Quantity - Mnr 13 (18M Row) Duct (0.5X0.5)M Total For Bill Of Quantity - Mnr 13 (18M Row) Bill Of Quantity - Mnr 14 (24M Row) Duct (2.5X2.5)M Bill Of Quantity - Mnr 14 (24M Row) Duct (0.5X0.5)M Total For Bill Of Quantity - Mnr 14 (24M Row) Bill Of Quantity - Mnr 16 (24M Row) Duct (2.5X2.5)M Bill Of Quantity - Mnr 16 (24M Row) Duct (0.5X0.5)M Total For Bill Of Quantity - Mnr 16 (24M Row) Bill Of Quantity - Mr-05 (30M Row) Duct (3.5X3.5)M Bill Of Quantity - Mnr 08 (24M Row) Duct (2.5X2.5)M Bill Of Quantity - Mnr 08 (24M Row) Duct (0.5X0.5)M Total For Bill Of Quantity - Mnr 08 (24M Row) Bill Of Quantity - Mnr15(18M Row) Duct (2.5X2.5)M Bill Of Quantity - Mnr 15(18M Row) Duct (0.5X0.5)M Total For Bill Of Quantity - Mnr 15(18M Row) , Uadd Water And Sewerage 2021 / 18.2 .2 P.No 227 2.1.1 Uadd Water And Sewerage 2021 / 18.2 .2 P.No 227 Ordinary Rock Cum 54996.0 261.0 14353956.0 10850.0 930.0 11780.0 3675.0 315.0 3990.0 5600.0 480.0 6080.0 13500.0 12617.5 1081.5 13699.0 5477.5 469.5 5947.0 , 2.2.1 Uadd Water And Sewerage 2021 / 18.14 P.No 229 Providing And Laying In Position Plain Cement Concrete (Pcc) Of Specified Grade Excluding The Cost Of Centering And Shuttering 2.2.1.1 18.14 All Works Upto Plinth Level : 2.2.1.2 18.14.4 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 2634.66 4755.0 12527808.299999999 520.8 93.0 613.8 176.4 31.5 207.9 268.8 48.0 316.8 472.5 605.64 108.14999999999999 713.79 262.92 46.949999999999996 309.87 2.2.2 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 2.2.2.1 Uadd Building Sor 2021, 19.1.2, Pg 208 Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 71593.2 289.0 20690434.8 15190.0 961.0 16151.0 5145.0 325.5 5470.5 7840.0 496.0 8336.0 14700.0 17664.5 1117.5500000000002 18782.05 7668.5 485.15 8153.65 , 2.3.1 Uadd Water And Sewerage 2021 / 18.18 P.No 230 Providing And Laying In Position Ready Mix M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix , Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads Having Continuous Agitated Mixer Including Pumping Of Ready Mix Concrete From Transit Mixer To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Cost Of Admixtures In Recommended Proportions As Per Is 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In- Charge. 2.3.1.1 18.18.1 All Works Upto Plinth Level 2.3.1.2 18.19.1 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 23773.2 5892.0 140071694.4 4712.0 589.0 5301.0 1596.0 199.5 1795.5 2432.0 304.0 2736.0 5100.0 5479.6 684.9499999999999 6164.55 2378.8 297.34999999999997 2676.15 , 2.4.1 Uadd Water And Sewerage 2021, 18.23 Pg No. 231 Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding Upto Floor Level Includingcost Of Binding Wire, Wastage And Over Laps Upto 12Mm Horizontal / Inclined Position Of Reinforcement Bars In Slab And Beams, Plinth,Chajjas, Lintels, Upto 4.5M Vertical Length Of Reinforcement In Wall Columns (Over Laps Shall Be Provided As Per Requirement Of Is : 13920; Is 456 & Sp : 34) Etc. Complete. 2.4.2 18.23.4 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 3090516.0 58.0 179249928.0 612560.0 76570.0 689130.0 207480.0 25935.0 233415.0 316160.0 39520.0 355680.0 663000.0 712348.0 89043.49999999999 801391.5 309244.0 38655.49999999999 347899.5 Total 366893821.5 Name Of The Bidder Name Of Work Construction Of Mr-05 30M Wide Smart Road Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City S.No. Dsr / Uadd Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head-Ii Bill Of Quantity - Mnr 05 (30M Row) Duct (3.850X1.750)M Bill Of Quantity - Mnr 05 (30M Row) Drain(0.5X0.5)M Total For Bill Of Quantity - Mnr 05(30M Row) , Uadd Water And Sewerage 2021 / 18.2 .2 P.No 227 3.1.1 Uadd 2021 / 18.2 .2 P.No 227 Ordinary Rock Cum 5668.75 261.0 1479543.75 5293.75 375.0 5668.75 , 3.2.1 Uadd Water And Sewerage 2021 / 18.14 P.No 229 Providing And Laying In Position Plain Cement Concrete (Pcc) Of Specified Grade Excluding The Cost Of Centering And Shuttering 3.2.1.1 18.14 All Works Upto Plinth Level : 3.2.1.2 18.14.4 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 348.75 4755.0 1658306.25 311.25 37.5 348.75 3.2.2 Centering And Shuttering Including Strutting, Propping Stretching Etc. Complete For And Removal Of Form Work By Sheet Plate Or Ply Wood Shuttering For 3.2.2.1 Uadd Building Sor 2021, 19.1.2, Pg 208 Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc Sqm 9820.0 289.0 2837980.0 9432.5 387.5 9820.0 , 3.3.1 Uadd Water And Sewerage 2021 / 18.18 P.No 230 Providing And Laying In Position Ready Mix M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix , Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads Having Continuous Agitated Mixer Including Pumping Of Ready Mix Concrete From Transit Mixer To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Cost Of Admixtures In Recommended Proportions As Per Is 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In- Charge. 3.3.1.1 18.18.1 All Works Upto Plinth Level 3.3.1.2 18.19.1 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 3510.0 5892.0 20680920.0 3272.5 237.5 3510.0 , 3.4.1 Uadd Water And Sewerage 2021, 18.23 Pg No. 231 Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding Upto Floor Level Includingcost Of Binding Wire, Wastage And Over Laps Upto 12Mm Horizontal / Inclined Position Of Reinforcement Bars In Slab And Beams, Plinth,Chajjas, Lintels, Upto 4.5M Vertical Length Of Reinforcement In Wall Columns (Over Laps Shall Be Provided As Per Requirement Of Is : 13920; Is 456 & Sp : 34) Etc. Complete. 3.4.2 18.23.4 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 456300.0 58.0 26465400.0 425425.0 30875.0 456300.0 Total 53122150.0 Name Of The Bidder Phase-3 Name Of Work Construction Of 30M Wide Smart Road (Mr- 05) Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City S.No. Dsr / Uadd Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head-Ii 6.0 Bill Of Quantity - Mr-05 (30M Row) Duct (3.5X3.5)M , Uadd 2021 / 18.2 P.No 227 3.1.1 Uadd 2021 / 18.2 .2 P.No 227 Ordinary Rock Cum 13500.0 313.0 4225500.0 13500.0 , 3.2.1 Uadd 2021 / 18.14 P.No 229 Providing And Laying In Position Plain Cement Concrete (Pcc) Of Specified Grade Excluding The Cost Of Centering And Shuttering 3.2.1.1 18.14 All Works Upto Plinth Level : 3.2.1.2 18.14.4 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 472.5 5582.0 2637495.0 472.5 3.2.2 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 3.2.2.1 Dsr 4.20.2 Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 14700.0 669.55 9842385.0 14700.0 , 3.3.1 Uadd 2021 / 18.18 P.No 230 Providing And Laying In Position Ready Mix M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix , Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads Having Continuous Agitated Mixer Including Pumping Of Ready Mix Concrete From Transit Mixer To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Cost Of Admixtures In Recommended Proportions As Per Is 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In- Charge. 3.3.1.1 18.18.1 All Works Upto Plinth Level 3.3.1.2 18.19.1 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 5100.0 5892.0 30049200.0 5100.0 , 3.4.1 18.23 Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding Upto Floor Level Includingcost Of Binding Wire, Wastage And Over Laps Upto 12Mm Horizontal / Inclined Position Of Reinforcement Bars In Slab And Beams, Plinth,Chajjas, Lintels, Upto 4.5M Vertical Length Of Reinforcement In Wall Columns (Over Laps Shall Be Provided As Per Requirement Of Is : 13920; Is 456 & Sp : 34) Etc. Complete. 3.4.2 18.23.4 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 663000.0 58.0 38454000.0 663000.0 Total 85208580.0 Name Of The Bidder Name Of Work Construction Of Mr-05 30M Wide Smart Road Consisting Of Utility Ducts, Storm Drain & Sewer Line With Allied Works Under Area Based Development-Bhopal Smart City Mr 05 (30M Wide Row ) S.No. Uadd - 2021 Description Unit Rate Quantity Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Quantity Total Sub Head - Iii , Uadd Water And Sewerage 18.3.3 , Uadd Water And Sewerage 7.1 7.1.12 150 Mm Dia Rm 945.0 0.0 0.0 , 7.1.16 , 7.1.18 7.1.21 450Mm Dia Rm 7524.0 0.0 0.0 7.1.23 560Mm Dia Rm 11610.0 0.0 0.0 , Uadd Water And Sewerage 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 35324.0 0.0 0.0 0.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 46758.0 0.0 0.0 0.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 58192.0 0.0 0.0 0.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 69626.0 0.0 0.0 0.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 74771.3 0.0 0.0 0.0 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 130225.0 2.0 260450.0 2.0 260450.0 Internal Dia. 1800Mm And 8000Mm To 9000Mm Depth Each 146254.0 3.0 438762.0 3.0 438762.0 0.0 Total 999972.0 999972.0 23 Name Of The Bidder Name Of Work Bill Of Quantity - Mnr 16 (18M Row With Utility Duct Including Storm & Sewer) S.No. Uadd - 2021 Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head - Iii 1.0 , 18.3.3 , 7.1.12 , 7.1.12 , 17.13 , 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 5.0 35324.0 176620.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 46758.0 0.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 2.0 58192.0 116384.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 2.0 69626.0 139252.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 1.0 74771.3 74771.3 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 130225.0 0.0 3034745.8 3034745.8 Name Of The Bidder Name Of Work Bill Of Quantity - Mnr 14 (18M Row With Utility Duct Including Storm & Sewer) S.No. Uadd - 2021 Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head - Iii 1.0 , 18.3.3 , 7.1.12 , 17.13 , 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 7.0 35324.0 247268.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 46758.0 0.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 58192.0 0.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 69626.0 0.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 74771.3 0.0 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 130225.0 0.0 863213.5 863213.5 Name Of The Bidder Name Of Work Bill Of Quantity - Mr 13 (18M Row With Utility Duct Including Storm & Sewer) S.No. Uadd - 2021 Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head - Iii 1.0 , 18.3.3 , 7.1.12 , 7.1.13 , 17.13 , 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 16.0 35324.0 565184.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 1.0 46758.0 46758.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 58192.0 0.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 69626.0 0.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 74771.3 0.0 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 130225.0 0.0 1504441.5 1504441.5 Name Of The Bidder Name Of Work Bill Of Quantity - Mnr 05 (30M Row With Utility Duct Including Storm & Sewer) S.No. Uadd - 2021 Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Sub Head - Iii 1.0 , 18.3.3 , 7.1.12 , 7.1.12 , 17.13 , 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 35324.0 0.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 46758.0 0.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 58192.0 0.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 69626.0 0.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 74771.3 0.0 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 2.0 130225.0 260450.0 23 Each 3.0 146254.0 438762.0 999972.0 999972.0 Name Of The Bidder Name Of Work Bill Of Quantity - Mnr 08 (24M Row With Utility Duct Including Storm & Sewer) S.No. Uadd - 2021 Description Unit Quantity Rate Total Bid To Qouted 1 Plus % Above Or Below( For Example: If Want To Qoute 5% Above The Write 1.05 And If Want To Qoute 5% Below Then Write 0.95) Road Sub Head - Iii 1.0 Qty Total , 18.3.3 , 7.1.12 , 7.1.13 250Mm Dia Rm 151.0 2281.0 344431.0 0.0 , 17.13 , 17.13 , 17.14 , 17.14.1 , 17.15 3.5.1 17.15.1 Internal Dia. 1500Mm And 1555Mm To 2554Mm Depth Each 4.0 35324.0 141296.0 10.0 3.5.2 Internal Dia. 1500Mm And 2555Mm To 3554Mm Depth Each 3.0 46758.0 140274.0 3.0 3.5.3 Internal Dia. 1500Mm And 3555Mm To 4554Mm Depth Each 58192.0 0.0 3.5.4 Internal Dia. 1500Mm And 4555Mm To 5554Mm Depth Each 69626.0 0.0 3.5.5 Internal Dia. 1500Mm And 5555Mm To 6000Mm Depth Each 74771.3 0.0 , 17.16.1 3.6.1 Internal Dia. 1800Mm And 7000Mm To 8000Mm Depth Each 130225.0 0.0 1649160.0 1649160.0 Phase-1 Utility Duct Costing Per Meter Length Calculation Row - 18M (Mr-15) Description Height Breadth Length Quantity Unit Width Of Utility Duct 2.5M Excavation 1.5 0.5 313.0 234.75 Cum Tentative Costing 4727865.782499999 Plain Cement Concrete 0.5 0.15 313.0 23.474999999999998 Cum Shuttering Bs 0.2 1.0 313.0 62.6 Dsr 2021 Quantity/M Rate (2021) Amount Rate (2016) Shutteringsw 0.5 1.0 313.0 156.5 Excavation Cum 234.75 Shuttering Ts 0.15 0.5 313.0 23.474999999999998 Plain Cement Concrete (Plain Cement Concrete) Cum 23.474999999999998 Reinforced Cement Concrete Reinforced Cement Concrete (Reinforced Cement Concrete) Cum 148.67499999999998 Bs 0.2 0.5 313.0 31.3 Shuttering Sqm 242.575 Sw 0.3 0.5 313.0 93.89999999999999 Reinforcement Kg/Cum 19327.749999999996 Ts 0.15 0.5 313.0 23.474999999999998 148.67499999999998 Cum Excavation 2.6 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. Steel 130.0 148.67499999999998 19327.749999999996 Kg/Cum 2.6.1 All Kinds Of Soil Cum 38.0 125.95 2.7 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 2.7.1 Ordinary Rock Cum 469.5 313.0 146953.5 221.05 2.7.2 Hard Rock (Requiring Blasting) Cum 711.35 393.3 2.7.3 Hard Rock (Blasting Prohibited) Cum 1184.3 619.8 2.9 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. 2.9.1 Ordinary Rock Cum 523.5 275.85 2.9.2 Hard Rock (Requiring Blasting) Cum 846.25 466.05 2.9.3 Hard Rock (Blasting Prohibited) Cum 1258.6 656.7 Plain Cement Concrete Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 4.20.1 All Works Upto Plinth Level : 4.20.1.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 8033.2 6051.7 4.20.1.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 46.949999999999996 5582.0 262074.89999999997 6190.7 4.20.2 All Works Above Plinth And Upto Floor V Level 4.20.2.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 9655.6 6623.0 4.20.2.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 9797.15 6761.95 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 1.0 Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 485.15 669.55 324832.18249999994 Reinforced Cement Concrete 5.33 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 5.33.1 All Works Upto Plinth Level 5.33.1.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 7997.3 6446.45 5.33.1.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 297.34999999999997 5892.0 1751986.1999999997 6515.95 5.33.2 All Works Above Plinth Level Upto Floor V Level 5.33.2.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 10080.15 7250.05 5.33.2.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 10221.7 7319.55 Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 38655.49999999999 58.0 2242018.9999999995 56.6 5.22A Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. 56.6 Total 4727865.782499999 Utility Duct Costing Per Meter Length Calculation Row - 30M Description Height Breadth Length Quantity Unit Length 300.0 M Width Of Utility Duct 3.85 Excavation 2.75 3.85 250.0 2646.875 Cum Breadth 3.85 M Tentative Costing 53667150.375 Plain Cement Concrete 4.15 0.15 250.0 155.625 Cum Height 1.75 M Shuttering Bs 0.3 7.7 250.0 577.5 Sqm Dsr 2021 Quantity/M Rate (2021) Amount Rate (2016) Shutteringsw 2.0 7.7 250.0 3850.0 Sqm Excavation Cum 2646.875 Shuttering Ts 0.3 3.85 250.0 288.75 Sqm Plain Cement Concrete (Plain Cement Concrete) Cum 155.625 Reinforced Cement Concrete Shuttering Sqm 4716.25 Reinforced Cement Concrete (Reinforced Cement Concrete) Cum 1636.25 Bs 0.3 3.85 250.0 288.75 Reinforcement Kg/Cum 212712.5 Sw 0.25 3.85 250.0 481.25 Ts 0.8999999999999999 3.85 250.0 866.25 Excavation 1636.25 Cum 2.6 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. Steel 130.0 1636.25 212712.5 Kg/Cum 2.6.1 All Kinds Of Soil Cum 38.0 125.95 2.7 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 2.7.1 Ordinary Rock Cum 5293.75 313.2 1658002.5 221.05 2.7.2 Hard Rock (Requiring Blasting) Cum 405.0 393.3 2.7.3 Hard Rock (Blasting Prohibited) Cum 559.0 619.8 2.9 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. 2.9.1 Ordinary Rock Cum 523.5 275.85 2.9.2 Hard Rock (Requiring Blasting) Cum 846.25 466.05 2.9.3 Hard Rock (Blasting Prohibited) Cum 1258.6 656.7 Plain Cement Concrete Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 4.20.1 All Works Upto Plinth Level : 4.20.1.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 5046.0 6051.7 4.20.1.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 311.25 5582.0 1737397.5 6190.7 4.20.2 All Works Above Plinth And Upto Floor V Level 4.20.2.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 9655.6 6623.0 4.20.2.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 9797.15 6761.95 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : Sqm Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 9432.5 669.55 6315530.375 Reinforced Cement Concrete 5.33 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 5.33.1 All Works Upto Plinth Level 5.33.1.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 7997.3 6446.45 5.33.1.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 3272.5 5892.0 19281570.0 6515.95 5.33.2 All Works Above Plinth Level Upto Floor V Level 5.33.2.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 10080.15 7250.05 5.33.2.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 10221.7 7319.55 Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 425425.0 58.0 24674650.0 56.6 5.22A Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. 5.22A.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 89.65 56.6 53667150.375 Phase-1 Utility Duct Costing Per Meter Length Calculation Row - 18M (Mr-15) Description Height Breadth Length Quantity Unit Width Of Utility Duct 2.5M Excavation 1.5 0.5 250.0 187.5 Cum Tentative Costing 3776250.625 Plain Cement Concrete 0.5 0.15 250.0 18.75 Cum Shuttering Bs 0.2 1.0 250.0 50.0 Dsr 2021 Quantity/M Rate (2021) Amount Rate (2016) Shutteringsw 0.5 1.0 250.0 125.0 Excavation Cum 187.5 Shuttering Ts 0.15 0.5 250.0 18.75 Plain Cement Concrete (Plain Cement Concrete) Cum 18.75 Reinforced Cement Concrete Reinforced Cement Concrete (Reinforced Cement Concrete) Cum 118.75 Bs 0.2 0.5 250.0 25.0 Shuttering Sqm 193.75 Sw 0.3 0.5 250.0 75.0 Reinforcement Kg/Cum 15437.5 Ts 0.15 0.5 250.0 18.75 118.75 Cum Excavation 2.6 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. Steel 130.0 118.75 15437.5 Kg/Cum 2.6.1 All Kinds Of Soil Cum 38.0 125.95 2.7 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 2.7.1 Ordinary Rock Cum 375.0 313.0 117375.0 221.05 2.7.2 Hard Rock (Requiring Blasting) Cum 711.35 393.3 2.7.3 Hard Rock (Blasting Prohibited) Cum 1184.3 619.8 2.9 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. 2.9.1 Ordinary Rock Cum 523.5 275.85 2.9.2 Hard Rock (Requiring Blasting) Cum 846.25 466.05 2.9.3 Hard Rock (Blasting Prohibited) Cum 1258.6 656.7 Plain Cement Concrete Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 4.20.1 All Works Upto Plinth Level : 4.20.1.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 8033.2 6051.7 4.20.1.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 37.5 5582.0 209325.0 6190.7 4.20.2 All Works Above Plinth And Upto Floor V Level 4.20.2.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 9655.6 6623.0 4.20.2.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 9797.15 6761.95 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 1.0 Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 387.5 669.55 259450.62499999997 Reinforced Cement Concrete 5.33 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 5.33.1 All Works Upto Plinth Level 5.33.1.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 7997.3 6446.45 5.33.1.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 237.5 5892.0 1399350.0 6515.95 5.33.2 All Works Above Plinth Level Upto Floor V Level 5.33.2.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 10080.15 7250.05 5.33.2.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 10221.7 7319.55 Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 30875.0 58.0 1790750.0 56.6 5.22A Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. 56.6 Total 3776250.625 Phase-1 Utility Duct Costing Per Meter Length Calculation Row - 24M (Mr-16) Description Height Breadth Length Quantity Unit Width Of Utility Duct 2.5M Excavation 1.5 0.5 320.0 240.0 Cum Tentative Costing 4833600.8 Plain Cement Concrete 0.5 0.15 320.0 24.0 Cum Shuttering Bs 0.2 1.0 320.0 64.0 Dsr 2021 Quantity/M Rate (2021) Amount Rate (2016) Shutteringsw 0.5 1.0 320.0 160.0 Excavation Cum 240.0 Shuttering Ts 0.15 0.5 320.0 24.0 Plain Cement Concrete (Plain Cement Concrete) Cum 24.0 Reinforced Cement Concrete Reinforced Cement Concrete (Reinforced Cement Concrete) Cum 152.0 Bs 0.2 0.5 320.0 32.0 Shuttering Sqm 248.0 Sw 0.3 0.5 320.0 96.0 Reinforcement Kg/Cum 19760.0 Ts 0.15 0.5 320.0 24.0 152.0 Cum Excavation 2.6 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. Steel 130.0 152.0 19760.0 Kg/Cum 2.6.1 All Kinds Of Soil Cum 38.0 125.95 2.7 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 2.7.1 Ordinary Rock Cum 480.0 313.0 150240.0 221.05 2.7.2 Hard Rock (Requiring Blasting) Cum 711.35 393.3 2.7.3 Hard Rock (Blasting Prohibited) Cum 1184.3 619.8 2.9 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. 2.9.1 Ordinary Rock Cum 523.5 275.85 2.9.2 Hard Rock (Requiring Blasting) Cum 846.25 466.05 2.9.3 Hard Rock (Blasting Prohibited) Cum 1258.6 656.7 Plain Cement Concrete Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana/Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 4.20.1 All Works Upto Plinth Level : 4.20.1.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 8033.2 6051.7 4.20.1.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 48.0 5582.0 267936.0 6190.7 4.20.2 All Works Above Plinth And Upto Floor V Level 4.20.2.1 Concrete Of M10 Grade With Minimum Cement Content Of 220 Kg /Cum Cum 9655.6 6623.0 4.20.2.2 Concrete Of M15 Grade With Minimum Cement Content Of 240 Kg /Cum Cum 9797.15 6761.95 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For : 1.0 Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Fillets, Kerbs And Steps Etc. Sqm 496.0 669.55 332096.8 Reinforced Cement Concrete 5.33 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 5.33.1 All Works Upto Plinth Level 5.33.1.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 7997.3 6446.45 5.33.1.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 304.0 5892.0 1791168.0 6515.95 5.33.2 All Works Above Plinth Level Upto Floor V Level 5.33.2.1 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum Cum 10080.15 7250.05 5.33.2.2 Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum Cum 10221.7 7319.55 Reinforcement 5.22 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. 5.22.6 Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Kg 39520.0 58.0 2292160.0 56.6 5.22A Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. 56.6 Total 4833600.8 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Total Mr-05 -18M Mr-08 -18M Mnr-13-18M Wide Mnr-14-18M Wide Mnr-15-18M Wide Mnr-15-A-18M Wide Mnr-16 Mnr-17 S.No. Dsr-2021 Description Unit Rate Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount Qty Amount , 16.69,Pg.313 , 16.92,Pg.317 Total 23 23 23 23 23 23 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 15 (18M Row) S.No. Uadd - 2012 Description Unit Quantity Rate Total , 11.34, Pg 134 11.34, Pg 134 Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (6 To 7 Mm Thick) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any 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 @ 3.3 Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Sqm 0.0 , 15.9, 151 15.9, 151 Filling With Moorum For Pipe Bedding Or Over The Pipe Including Supply Of Moorum Cum 0.0 , 14.10. I Pg. - 146 A-Type Manhole 1200 Mm Dia Depth 1.2M To 1.65M Each 0.0 Ii Pg. - 146 B-Type Manhole 1200 Mm Dia Depth 1.66 M To 2.3 M Each 0.0 Iii Pg. - 146 C-Type Manhole 1500 Mm Dia Depth 2.31 To 3M Each 0.0 Iv Pg. - 146 C-Type Manhole 1500 Mm Dia Depth 3.01 To 4.5 M Each 0.0 V Pg. - 146 C-Type Manhole 1500 Mm Dia Depth 4.51 To 6 M Each 0.0 G.Total 0.0 Name Of The Bidder Bill Of Quantity - Mnr 15 (18M Row) S.No. Non Sor Description Unit Quantity Rate Total , Non Sor , Precast Reinforced Cement Concrete Work Non Sor Providing, Hoisting And Fixing Up To Floor Five Level Precast Reinforced Cement Concrete In Covers, Including The Cost Of Required Centering, Shuttering But, Excluding The Cost Of Reinforcement, With M30. Cum 0.0 , Non Sor , Non Sor Non Sor Frp Grating: Supplying & Installation Of Frp / Grp / Composite Gully Grating And Frame Of Appropriate Size And Load Capacity Of 2.5 Tone Equivalent To Approved Brand Thermodrin Confirming To Bsen - 124:1994. Gully Grating Shall Have Minimum 30% Of Water Entrance Area That Of Clear Opening Of The Chamber. Gully Grating Shall Have Top Abrasion Resistant Layer Of Decorative Grey Granite Finish, It Shall Also Confirm Permanent Set Criterion As Per Bsen-124. Product Should Be Tested In Test Lab For Load Capacity And Permanent Set. Size - 500 X 500 Mm Of 40Mm Thickness Nos. 0.0 , Non Sor Non Sor Providing Of Dwc Hdpe Pipes Of Renowned Manufacturer Duly Tested Inclusive Of All Taxes Related To Central, State And Municipal, Inclusive Of Excise Duty, Inspection Charges, Transportation Charges, Transit Insurance, Loading/ Unloading And Stacking At Site/ Store Etc, Complete. & Laying And Jointing Of Specified Dwc Hdpe Pipes Including Transportation, Loading/ Unloading And Stacking At Site Etc Complete. Internal Dia/External Dia I 160Mm Rmt 0.0 Ii 200Mm Rmt 0.0 Iii 250Mm Rmt 0.0 Iv 315Mm Rmt 0.0 V 400Mm Rmt 0.0 Vi 450Mm Rmt 0.0 Vii 630Mm Rmt 0.0 , Non Sor Non Sor Providing And Erecting Ci Or Ms Ventilating Columns 15 Cms. Dia. With C.I. Ornamental Cap And Min 6.00 Mtr. Height (Height May Be Varying As Per Site) Base Fixed Firmly With Necessary Foundation With One Coat Of Red Lead Oxide Paint And One Coat Of Any Approved Colour With 15 Cms, Dia.10 Mt.In Length With 0.35Mt*0.35Mt* M100 Encasing, Stoneware Or Reinforced Cement Concrete Pipe Connection With M.H. Including Excavation And Jointing As Required Etc. Complete. As Per Drawing. Nos. 0.0 G.Total 0.0 Name Of The Bidder Bill Of Quantity - Mnr 13 (18M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 244.0 0.0 B Girth From 600 Mm To 900 Mm Each 417.0 0.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 14 (18M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 244.0 0.0 B Girth From 600 Mm To 900 Mm Each 417.0 0.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 14 (18M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 17 (18M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 244.0 0.0 B Girth From 600 Mm To 900 Mm Each 417.0 0.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 17 (18M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 16 (18M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 244.0 0.0 B Girth From 600 Mm To 900 Mm Each 417.0 0.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 16 (18M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mr-05 (30M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 244.0 0.0 B Girth From 600 Mm To 900 Mm Each 417.0 0.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Sl. No Description Row Length Road Cost (In Rs.) Total Cost Mppwd-2022 Dsr-2021 , Mnr-08 , Mnr-13 , Mnr-14 , Mnr-17 , Mnr-16 , Adjacent Of 87 & 90 (Mr-05) 23 Name Of The Bidder Bill Of Quantity - Mr-05 (30M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Mppwd 2022 Description Unit Quantity Rate Total , 2.1,Pg.15 A Girth From 300 Mm To 600 Mm Each 1.0 244.0 244.0 B Girth From 600 Mm To 900 Mm Each 1.0 417.0 417.0 C Girth From 900 Mm To 1800 Mm Each 841.0 0.0 D Girth Above 1800 Mm Each 1619.0 0.0 , 2.2,Pg.15 In Area Of Light Jungle Hact 23 22918.0 23 , 3.3,Pg.19 , 3.4,Pg.19 A Ordinary Rock Cum 75.0 0.0 , A 3.13,Pg.20 Construction Of Embankment/Subgrade With Approved Material Having Cbr8 Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Table 300-1, 300-2 And As Per Relevant Clauses Of Section-300 Cum 23 155.0 23 , 4.1,Pg.23 , 4.11,Pg.24 , 5.1,Pg.27 , 5.2,Pg.27 A 0.25 Kg Per Sqm (Normal Bituminous Surfaces) Sqm 23 14.0 23 , 5.5 A), (Iv),Pg.29 , 5.6 A), (V), Pg.30 , 8.28,Pg 47 , 8.4,Pg 46 A 60 Cm Equilateral Triangle Each 23 3011.0 23 B 60 Cm Circular Each 23 3779.0 23 C 60 Cm X 45 Cm Rectangular Each 23 3700.0 23 D 60 Cm X 60 Cm Square Each 23 4245.0 23 , 8.8,Pg 49 , 8.11,Pg 51 , 8.25, Pg 57 G.Total 23 23 23 Name Of The Bidder Bill Of Quantity - Mnr 08 (24M Row) S.No. Dsr-2021 Description Unit Quantity Rate Total , 16.69,Pg.313 , 16.92,Pg.317 G.Total 23
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