Tender For Various Works Of Vvip Visit And Emergency Work Under Jail Sub Division No.2 Bhopal

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Tender For Various Works Of Vvip Visit And Emergency Work Under Jail Sub Division No.2 Bhopal- 1 Various Works Of Vvip Visit & Emergency Work Under Jail Sub Division No.2 Bhopal 1St Call P.A.C.150.00 Lakh,As Per Road Sor Wef 11-04-2025 Schedule Attached Complition Period 330 Days Please Enable Macros To View Boq Information Various Works Of Vvip Visit & Emergency Work Under Jail Sub Division No.2 Bhopal S O R Schedule Of Rate For Road & Bridge Works Inforced From : 11/04/2025 Issued By Engg-In-Chief Mppwd Bhopal, With Up To Date Ammendment. Sor For Building Works Issued By Pd Piu Mppwd Bhopal Wef 01/01/2024 Pac Rs. 150.00 Lakhs (One Fifty Lakhs) S.No Sor No. Perticulars Unit Quantity Rate (Rs.) Amount (Rs.) 2 2.4 A In Area Of Light Jungle 3 3.3 Excavation For Roadwork In Soil With Hydraulic Excavator Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting Suitable Earth To The Embankment Location And Disposing Off Unsuitable Earth With All Lifts And Lead Upto 1000M As Per Relevent Clauses Of Section-300 Of Specification. 4 4.12 For 37.5 Mm Maximum Size Cum 1198.0 5 4.16 A Hard Shoulders (Cbr Value >12) Cum 398.0 6 5.3 Ii) @0.30 Kg Per Sqm (Dry & Hungry Bituminous Surfaces /Granular Surfaces Treated With Primer) Sqm 15.0 7 5.5 B) Using Drum Mix Plant Of Appropriate Capacity And Paverfinisher. (Ii) For Grading (19 Mm Nominal Size) Bitumen Content 3.5% With Bitumen 60/70 (Vg 30) Cum 5329.0 8 5.9 I) Case - I: Mechanical Method Using Penetration Grade Bitumen Vg 30 And Hmp Of Appropriate Capacity Not Less Than 75 Tones/Hour. Sqm 121.0 9 5.19 (I) Type-B Aggregate A With 60/70 Bitumen Cum 6050.0 10 10.3 (I) For Grading I Material Sqm 336.0 (Ii) For Grading Ii Material Sqm 346.0 11 10.12 12 10.13 13 10.14 14 5.11 (Ii) Case - Ii: Type B (Providing And Laying Of Premixsand Seal Coat Using Hmp Of Appropriate Capacity Notless Than 75 Tonnes/ Hours Using Crushed Stonechipping (Aggregate Shall Pass 2.36Mm Seal Andretained To 180-Micron Sieve) And Penetration Bitumenvg 30 Of Suitable Grade All Complete As Per Clause 511Of Specification. Sqm 50.0 15 5.6 B Using Drum Mix Plant Of Appropriate Capacity. (Iv) For Grading Ii (26.5 Mm Nominal Size) Bitumen Content Minimum 4.5% With Bitumen 60/70 (Vg 30) Cum 7759.0 16 5.7 B Using Drum Mix Plant Of Appropriate Capacity. (V) For Grading-Ii (30-40 Mm Thickness) Bitumen Content Minimum 5.4% With 60/70 Bitumen (Vg-30) Cum 9260.0 17 8.36 (I) 5Th Kilometre Stone (Precast) Each 3686.0 (Ii) Ordinary Kilometer Stone (Precast) Each 2131.0 (Iii) Hectometer Stone (Precast) Each 578.0 18 8.4 I) 90 Cm Equilateral Triangle Each 4700.0 Ii) 60 Cm Equilateral Triangle Each 3827.0 Iii) 60 Cm Circular Each 4178.0 Iv) 80 Mm X 60 Mm Rectangular Each 5500.0 19 8.11 Sqm 19500.0 20 8.35 Rm 1900.0 21 6.14 (I) 100Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour, Design And Pattern. Sqm 837.0 (Ii) 80Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour, Design And Pattern. Sqm 748.0 22 Sor No.8.26 -1434229.0 23 12.1 I Ordinary Soil (Including Back Filling With Approved Material) (I) Depth Upto 3 M Cum 79.0 24 12.33 25 9.2 B 1200 Mm Dia Mtr 8554.0 26 9.3 B 1200 Mm Dia Mtr 17277.0 27 9.4 B 1200 Mm Dia Mtr. 28662.0 28 2.3(Ii) B Cement Concrete Grade M-15 & M-20 Mtr 628.0 29 2.3(Ix) M 20944.0 30 6.3 Cement Concrete Pavementconstruction Of Un-Reinforced, Dowel Jointed, Plain Cementconcrete Pavement With M-40 Grade Concrete Over A Prepared Subbase With Cement , Coarse And Fine Aggregate Conforming To Is383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm,Mixed In A Batching And Mixing Plant As Per Approved Mix Design,Transported To Site, Laid With Electronic Sensor Slip Form Paver,Spread, Compacted And Finished In A Continuous Operationincluding Provision Of Contraction, Expansion, Construction Andlongitudinal Joints, Joint Filler, Separation Membrane, Sealantprimer, Joint Sealant, Debonding Strip, Admixtures As Approved,Curing Compound, Finishing To Lines And Grades As Per Drawing Asper Irc 15 2011 And As Per Relevant Clauses Of Section 602 Ofspecifications Complete But Excluding Cost Of Steel In Dowel Barand Tie Rods Etc. Including Groove Cutting For Width Of 4 Mm- 6Mmand 1/3Rd Depth Of Pqc Within 8-10 Hrs Of Placing/ Finishing Ofpqc Including Cleaning Of Groove And Providing Approved Sealantfilling Etc. As Per Clause 602.2.10 And 600.10 And Irc-57-2006 Asper Drawing And As Per Specification. 31 6.8 (A) Mild Steel Confirming To Is: 432:1982 Mt 57734.0 (B) Tor Steel Confirming To Is: 1786:2008 Mt 58734.0 32 6.15 A) 300 Mm Dia Rm 850.0 B) 600 Mm Dia Rm 4250.0 33 13.1 B Pcc Grade M20 Cum 4395.0 Concrete With Plant (Drum Type) And Placing C Pcc Grade M25 Concrete With Plant (Drum Type) And Placing 1 Height Up To 5 M Cum 4777.0 F Rcc Grade M25 Concrete With Plant (Drum Type) And Placing 1 Height Up To 5 M Cum 4946.0 34 10.74 35 10.75 36 10.76 37 10.77 38 10.4 (I) Cc Helipad 30 M Dia Each 1665682.0 (Ii) Cc Helipad 25 M Dia Each 1144807.0 (Ii) Cc Helipad 15 M Dia Each 426015.0 39 10.41 40 10.42 Espectively. Also Provide Road Marking On Either Edge With Hot Applied Thermoplastic Compound With Reflectorising Glass Beeds On Bitumenous Surface As Per Standard Drawing & Instructed By Engineer In Charge. (For Minimum Length Of 100 M) 41 10.43 (I) Hydraulic Excavator (Jcb Or Similar) Per Hour 1100.0 (Ii) Tractor With Dozar/Grader Attachment Per Hour 700.0 (Iii) Soil Compactor /Tandem Wheel Vibratory Roller Per Hour 1700.0 (Iv) Static Roller 8 Tonne Per Hour 600.0 42 10.44 43 10.45 44 10.46 45 10.47 (I) H.C.V. (Gvw Upto 20 T)A) Up To 5 Km Per Trip 4000.0 B) Beyond 5 Km Per Km Per Km 100.0 (Ii) L.C.V. (Gvw Upto 7.5 T)A) Up To 5 Km Per Trip 3000.0 B) Beyond 5 Km Per Km Per Km 80.0 Iii) By Tractor Trolly|A) Up To5 Km Per Trip 2000.0 B) Beyond 5 Km Per Km Per Km 70.0 46 10.48 (I) For Three Layer M 30.0 (Ii) For Four Layer M 40.0 47 10.49 48 10.51 (B) Removing & Stacking The Same After Use As Directed By Engineer In Charge M 30.0 49 10.52 50 10.37 51 10.38 52 10.62 (I) Girth From 300 Mm To 600 Mm Each 11.0 (Ii) Girth From 600 Mm To 900 Mm Each 18.0 (Iii) Girth From 900 Mm To 1800 Mm Each 33.0 (Iv) Girth Above 1800 Mm Each 61.0 53 10.71 (A)Concrete With Plant (Drum Type) And Placing (Ii) Pcc Grade M15 Cum 3925.0 (Iii) Pcc Grade M20 Cum 4083.0 (Iv) Rcc Grade M20 Cum 4110.0 (V) Pcc Grade M25 Cum 4489.0 (Vi) Rcc Grade M25 Cum 4648.0 (Vii) Pcc Grade M30 Cum 4528.0 (Viii) Rcc Grade M30 Cum 4731.0 54 10.72 55 10.73 (I) Cement Mortar 1:4 (1 Cement : 4 Sand) Cum 5252.0 (Ii) Cement Mortar 1:6 (1 Cement:6 Sand). Cum 5061.0 56 10.79 57 10.8 (I) 1:4 (1 Cement : 4 Sand) Sqm 184.0 (Ii) 1:6 (1 Cement : 6 Sand) Sqm 168.0 58 10.81 Building Sor 1 January 2024 59 4.1.1 4.1.1 With 20Mm Nominal Size Graded Stone Aggregate. 4.1.1.1 M-25 – Grade Concrete Cum 6338.0 4.1.1.2 M-20 – Grade Concrete Cum 4933.0 4.1.1.3 M 15 – Grade Concrete Cum 4471.0 Total 60 4.3.1 Upto Plinth: Foundations, Footings, Bases Forcolumns, Plinth Beams, Curtain Walls, Columnsbelow Plinth. Cum 169.0 61 5.1 M-20 Grade Concrete Cum 6153.0 M-15 Grade Concrete Cum 5397.0 62 5.2 M-20 Grade Concrete Cum 6231.0 63 5.3 M-20 Grade Concrete Cum 6541.0 64 5.9 5.92 Walls (Any Thickness) In Cluding Attached Pilasters Butter Esses , Plinth Beams And String Courses Etc. 5.9.6 Above Plinth: Columns, Pillars, Posts And Struts. Sqm. 471.2 5.9.5 Lintels, Beams, Girders, Bressumers And Cantilevers Sqm. 471.2 5.9.20 Suspended Floors, Roofs, Landings, Balconies And Access Platform. With Water Proof Ply 12 Mm Thick. (Item To Be Executed With Prior Permission Of C.E./S.E. In Case Of B & R Works . Sqm. 575.35 65 5.16.6 Thermo-Mechanically Treated Bars. (Tmt/Tmx) Fe 500 Or More Conforming To Is 1786 @65Kg/Cum Kg 80.0 66 6.1 6.1.1 Cement Mortar 1:4 (1 Cement : 4Sand) Cum. 5818.0 6.1.2 Cement Mortar 1:6 (1 Cement : 6Sand) Cum. 5626.0 67 6.2 6.2.1 Cement Mortar 1:4 (1 Cement : 4Sand) Cum. 6012.0 6.2.2 Cement Mortar 1:6 (1 Cement : 6Sand) Cum. 5821.0 68 6.4 6.4.1 Cement Mortar 1:4 (1 Cement : 4Sand) Cum 5446.0 6.4.2 Cement Mortar 1:6 (1 Cement : 6Sand) Cum 5255.0 69 6.13 6.13.1 Cement Mortar 1:3(1 Cement : 3Sand) Sqm. 639.0 6.13.2 Cement Mortar 1:4 (1 Cement : 4Sand) Sqm. 615.0 70 8.2 (A) Structural Analysis Anddesign And Preparation Of Shopdrawings For The Specified Designloads Conforming To Is 875 Partiii (The System Must Passed Theproof Test At 1.5 Times Designwind Pressure Without Anyfailure), Including Functionaldesign Of The Aluminum Sectionsfor Fixing Glazing Panels Ofvarious Thicknesses, Aluminumcleats, Sleeves And Splice Platesetc. Gaskets, Screws, Toggles,Nuts, Bolts, Clamps Etc.,Structural And Weather Silicone Sealants, Flashings, Fire Stop(Barrier)-Cum-Smoke Seals,Microwave Cured Epdm Gasketsfor Water Tightness, Pressureequalisation And Drainage Andprotection Against Fire Hazard Including: 71 9.6.5.2 72 9.6.7.2 73 9.134.1 9.134.1 1.5 Mm Thick. Sqm 851.0 9.134.2 1.0 Mm Thick. Sqm 691.0 74 9.78 9.78.1 150X125X27X5 Mm Each 385.0 75 9.6.5.1 9.6.5.1 Decorative Plywood Both Side Decorative Veneer (Type- I) Conforming To Is 1328Bwr Type Sqm 1861.0 76 9.79 9.79.1 400X10 Mm 77 9.81 9.81.1 125 Mm Each 205.0 78 9.18.1 79 9.197.3 80 10.5.1 81 10.23 82 10.24 10.24.5 10X160Mm Each 110.0 83 10.25 84 11.2 11.20.1 C) Size 600X600 Mm Thickness 11-12Mm (To Beused In Heavy Duty Indoor Areas Of Non Residencialbuildings Only Such As Schools, Hostels, Libraries Hospitals, Institutions, Offices Etc.)Makrana White Second Quality. Sqm 3675.0 85 11.22 11.22.2 Granite Fine Grained Dark Crystal Of Other Colours And Various Patterns 86 11.3 11.30.1.1 Fine Grained Granite Dark Black/Dark Red/ White Or Equivalent With Self Design/ Pattern/Crystals Ofother Colors Of Glitte Sqm 2642.0 87 11.34 88 11.53 89 11.66 90 11.78.2 11.78.2 (C) Size 800X1200 Mm Thickness 11-12Mm Sqm 1521.0 91 11.8 11.80.2.3 Sqm 1546.0 92 11.83 11.83.1.4 Size 600X1200 Mm Thickness 11-12Mm Sqm 1224.0 93 12.15 94 12.58.2.4 In Charge But Excluding The Cost Of Paintingwith : 12.5 Mm Thick Tapered Edge Gypsum Board Fully Perforated Gypsum Plaster Board Having Approx. 15 % Perforated Area With Perforation Size And Pattern As Approved By The Engineer-In-Charge And As Per ManufacturerS Specification, With All 4 Side Tapered And Backed By Acoustical Tissue With Nrc Value Not Less Than0.60. Sqm. 1277.0 95 13.52 96 13.54.2 97 13.67.3 With Water Thinnable Cement Primer On Wall Surface Having Voc Content Less Than 50 Grams/Litre. Sqm. 24.0 98 13.83.3 99 14.3 Internal Work State Hanger Bhopal Sqm. 6.0 100 14.36 101 14.51.1 Old Work (Two Or More Coat Applied @ 1.67 Ltr/ 10 Sqm) On Existing Cement Paint Surface). Sqm. 87.0 102 14.38 103 14.37 104 15.2 15.2.1 Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix). Cum 578.0 105 15.3 Cum 844.0 106 15.6 15.6.3 In Cement Mortar Cum 487.0 107 15.11 15.11.1 Sqm 17.0 108 15.14 15.14.1 Of Area 3 Sq. Metres And Below Each 85.0 109 15.38 110 15.41 111 15.42 112 15.45 113 15.44 114 15.51 115 17.1.1 116 17.2.1 117 17.11.1 118 17.14.1 17.14.1.1 510X1040 Mm Bowl Depth 250Mm. Each 8074.0 119 17.58.2 120 17.59 17.59.3.2 Single Tee With Door Each 266.0 110X110X110 Mm 17.59.5 Bend 87.50 Each 172.0 17.59.5.2 110 Mm Bend 121 17.61 122 17.64 123 17.64.22 124 17.72 125 18.6 15 Mm Nominal Outer Dia.Pipes. Mtr. 129.0 20 Mm Nominal Outer Dia.Pipes. Mtr. 153.0 25 Mm Nominal Outer Dia.Pipes. Mtr. 177.0 32 Mm Nominal Bore. Mtr. 254.0 40 Mm Nominal Outer Dia.Pipes Mtr. 354.0 50 Mm Nominal Outer Dia Pipes. Mtr. 528.0 126 18.7 15 Mm Nominal Outer Dia.Pipes. Mtr. 122.0 20 Mm Nominal Outer Dia.Pipes. Mtr. 141.0 25 Mm Nominal Outer Dia.Pipes. Mtr. 185.0 32 Mm Nominal Bore. Mtr. 238.0 40 Mm Nominal Outer Dia.Pipes Mtr. 324.0 50 Mm Nominal Outer Dia Pipes. Mtr. 498.0 127 18.13 32 Mm Nominal Bore. Each 498.0 128 18.14.3 129 18.17.8 30 Cm Length Each 88.0 15 Mm Nominal Bore Each 129.0 20 Mm Nominal Bore 45 Cm Length Each 149.0 15 Mm Nominal Bore Each 184.0 20 Mm Nominal Bore 130 18.36 131 18.53 15 Mm Nominal Bore.Weighing Not Less Than 32Gms. Each 65.0 20Mm Nominal Bore.Weighing Not Less Than40Gms. 132 18.64 133 18.65 134 18.66 135 18.67 136 18.1 18.10.1.2 Coupling/Socket Each 66.0 For 15.88 Mm Outer Diapipe Each 102.0 For 22.22 Mm Outer Dia Pipe Each 125.0 For 28.58 Mm Outer Dia Pipe 18.10.2 Reducer Each 120.0 For 22.22 Mm X 15.88 Mm Outer Dia Pipe Each 164.0 For 28.58 Mm X 15.88 Mm Outer Dia Pipe Each 168.0 For 28.58 Mm X 22.22 Mm Outer Dia Pipe 18.10.3 Elbow 90° Each 100.0 For 15.88 Mm Outer Dia Pipe Each 178.0 For 22.22 Mm Outer Dia Pipe Each 245.0 For 28.58 Mm Outer Dia Pipe 18.10.4 Reducing Elbow 90° Each 172.0 For22.22 Mm X 15.88 Mm Outer Dia Pipe Each 251.0 For 28.58 Mm X 15.88 Mm Outer Dia Pipe 18.10.5 Equal Tee Each 268.0 For 15.88 Mm Outer Dia Pipe Each 344.0 For 28.58 Mm Outer Dia Pipe 18.10.6 Reducing Tee Each 261.0 For 22.22 Mm X 15.88 Mm Outer Dia Pipe Each 325.0 For 28.58 Mm X 15.88 Mm Outer Dia Pipe Each 338.0 For 28.58 Mm X 22.22 Mm Outer Dia Pipe 18.10.7 Male Thread Tee Each 332.0 For 15.88 Mm Outer Dia X 15 Mm Nominal Dia Threaded Each 400.0 For 22.22 Mm Outer Dia X 15 Mm Nominal Dia Threaded 18.10.8 Female Thread Tee Each 339.0 For 15.88 Mm Outer Dia X 15 Mm Nominal Dia Threaded Each 400.0 For 22.22 Mm Outer Dia X 15 Mm Nominal Dia Threaded 18.10.9 Female Thread Connector/ Adapte Each 221.0 For 15.88 Mm Outer Dia X 15 Mm Nominal Dia Threaded 18.10.10 Male Thread Connector/ Adapter Each 224.0 For 15.88 Mm Outer Dia X 15 Mm Nominal Dia Threaded 137 18.35 138 18.31 139 18.34 140 18.28 141 18.48 142 18.17.2.2 143 18.35 144 19.4 110 Mm Diameter Od(Min. Wall Thickness 3.2Mm) Mtr. 477.0 160 Mm Diameter Od(Min. Wall Thickness 4.0Mm) Mtr. 751.0 200 Mm Diameter Od(Min. Wall Thickness 4.9Mm) 145 19.5 110 Mm Diameter Pvc. Pipe (Min. Wall Thickness 3.2Mm) Mtr. 704.0 160 Mm Diameter Pvc. Pipe Mtr. 821.0 200 Mm Diameter Pvc. Pipe 146 19.7 With Well Burnt Bricks 147 19.9 With Well Burnt Bricks 148 19.28 Fly Ash Bricks 149 19.29 With Well Burnt Bricks Each 6285.0 150 21.1 21.1.1.3 For Fixed Portion. Polyester Powder Coated Aluminium (Minimum Thickness Ofpolyester Powder Coating 50Micron Kg 426.0 151 21.1.2 21.1.2.3 Polyester Powder Coatedaluminium (Minimum Thicknessofpolyester Powder Coating 50Micron) Kg 494.0 152 21.1 21.5.2 With Brass Cover Plate - Minimum1.25 Mm Thickness: Each 2070.0 153 21.18 154 21.19 155 21.27 156 25.3 Anti Germ Fluoro-Polymer Coated (Nano Coating)Wall Hung Water Closet Size 380X520X375 Mmwith Solid Poly Propelyne Made Soft Closing Seatcover (Premium Range) Each 26412.0 157 25.7 White Vetrious China Anti Germ Fluoro-Polymercoated Wash Basin Size 595X435X185 Mmwith Basin Mounted Pressmatic Pillar Cock Autoclosing System (Decol Technology). (Premiumrange) Each 16581.0 158 25.11 White Vitreous China Anti Germ Fluoro-Polymer Coated Urinal Size 340X325X650 Mm. (Premium Range) Each 14544.0 159 25.12 160 25.18 161 25.19 162 25.21 163 25.24 164 25.31 165 25.32 166 25.33 167 25.36 168 25.41 169 25.43 170 25.44 171 25.46 172 25.47 173 25.48 174 25.52 175 25.53 176 25.54 177 25.56 178 25.58 179 25.59 180 25.65 181 25.66 182 25.67 183 25.67.2 184 25.75 185 25.81 186 25.83 187 25.84