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| 1 | Repair of Road , Culvert & Road Safty Sinage Work on Various Under West Sub Dn Bhopal 1st Call P.A.C. 50.00 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 180 Days Please Enable Macros to View BoQ information NIT For Repair of Road , Repair of Culvert & Road Safety , Signedge work on Verious Roads Under West Sub Division P.W.D. Bhopal Time Allowed :- P.A.C. 50.00 Lacs S.No. SOR NO. PERTICULARS UNIT RATE |
| 2 | SOR 4.2 (ii) For 37.5 mm maximum size Cum. 1198.0 |
| 3 | SOR 4.11 By Sensor Paver Cum. 1451.0 |
| 4 | SOR 5.1 Sqm 44.0 |
| 5 | SOR 5.2 (i) @ 0.25 kg per sqm (normal bituminous surfaces) Sqm 16.0 (ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) Sqm 17.0 (iii) @ 0.35 kg per sqm (non-bituminous surfaces) cement concrete pavement Sqm 18.0 (iv) @ 0.40 kg per sqm (non-bituminous surfaces) granular base not primed Sqm 21.0 |
| 6 | SOR 5.5 b) Using Drum Mix Plant of appropriate capacity and paver finisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) Cum. 5329.0 |
| 7 | SOR 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 |
| 8 | SOR 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 | SOR 5.10 ii) Type B Sqm 139.0 |
| 10 | SOR 5.11 Case - II: Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm sieve and retained to 180-micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. Sqm 50.0 |
| 11 | SOR 10.1 Sqm 307.0 |
| 12 | SOR 10.2 Sqm 298.0 |
| 13 | SOR 10.3 i) for grading I Material Sqm 336.0 |
| 14 | SOR 10.4 Cum. 8931.0 |
| 15 | SOR 10.5 Sqm 284.0 |
| 16 | SOR 10.6 Cum. 3781.0 |
| 17 | SOR 10.11 (a) Upto 50mm Sqm 1317.0 (b) 50mm-100mm Sqm 1867.0 |
| 18 | SOR 10.12 Sqm 3550.0 |
| 19 | SOR 10.13 Meter 1543.0 |
| 20 | SOR 10.14 Meter 49.0 |
| 21 | SOR 5.10 ii) Type B Sqm 139.0 |
| 22 | SOR 8.38 Sqm 440.0 |
| 23 | SOR 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 |
| 24 | SOR 12.6 (i) Concrete with plant (Drum Type) and placing A PCC Grade M15 Cum 3925.0 B PCC Grade M20 Cum 4083.0 |
| 25 | SOR 8.39 Sqm 465.0 |
| 26 | SOR 8.6 Sqm 9200.0 |
| 27 | SOR 6.15 a) 300 mm Dia Metre 850.0 b) 600 mm Dia Metre 4650.0 |
| 28 | SOR 4.16 A Hard Shoulders (CBR value >12) Cum 398.0 |
| 29 | SOR 12.1 I Ordinary soil ( including back filling with approved material) (i) Depth upto 3 m Cum 79.0 |
| 30 | SOR 9.1 Cum 4225.0 |
| 31 | SOR 9.8 Cum 4425.0 |
| 32 | SOR 9.2 (B) 1000 mm dia Metre 6732.0 |
| 33 | SOR 8.17 Meter 3863.0 |
| 34 | SOR 8.23 Each 309.0 |
| 35 | SOR 8.24 Each 1771.0 |
| 36 | SOR 8.21 Each 890.0 |
| 37 | SOR 8.56 Rm. 1650.0 |
| 38 | SOR 8.36 (i) 5th kilometre stone (precast) Each 3686.0 (ii) Ordinary Kilometer stone (Precast) Each 2131.0 (iii) Hectometer stone (Precast) Each 621.0 |
| 39 | SOR 8.45 (i) Over 10 cm in width Sqm 98.0 (ii) Up to 10 cm in width Sqm 107.0 SUB ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEER WEST SUB DIVISION MAINT. DIVISION NO.2 P.W.D. BHOPAL BHOPAL |
