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| 1 | Patch Repair work on Verious Roads Under Sub Division no.-10 P.W.D. Bhopal 1st Call P.A.C. 40.00 Lakh,as per Building SOR wef 11-04-2025 Schedule Attached Complition period 180 Days Please Enable Macros to View BoQ information NIT For Patch Repair work on Verious Roads Under Sub Division no.-10 P.W.D. Bhopal Time Allowed :- P.A.C. 40.00 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 5.5 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 |
| 22 | 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 |
| 23 | SOR 5.10 ii) Type B Sqm 139.0 |
| 24 | 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 |
| 25 | SOR 8.38 Sqm 440.0 |
| 26 | SOR 8.39 Sqm 465.0 |
| 27 | SOR 8.6 Sqm 9200.0 |
| 28 | SOR 6.15 a) 300 mm Dia Metre 850.0 b) 600 mm Dia Metre 4650.0 |
| 29 | SOR 4.16 A Hard Shoulders (CBR value >12) Cum 398.0 |
| 30 | 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 |
| 31 | 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 SUB DIVISION NO.-10 MAINT. DIVISION NO.2 P.W.D. BHOPAL BHOPAL |
