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| 1 | FOUNDATION |
| 2 | Dismentalling of Flexible Pavement (S. No. 2.5) |
| 3 | Earth work in Excavation For Pile cap (S. No. 12.1) |
| 4 | Pile (S. No. 12.25) M-35 |
| 5 | Dismantling of Pile Head (S. No. 2.6) |
| 6 | P.C.C. below Pile Cap (S. No. 12.8) M-15 |
| 7 | Pile Caps (S. No. 12.11F iv) M-35 |
| 8 | Steel in Foundation (S. No. 12.40) |
| 9 | SUB STRUCTURE |
| 10 | Piers upto 5.00m (S. No. 13.5H) |
| 11 | Piers above 5.00m (S. No. 13.5H) |
| 12 | Abutment Wall (S. No. 13.5H) |
| 13 | Back Wall (S. No. 13.5H) |
| 14 | Pier Caps (S. No. 13.5H) |
| 15 | Abutment Top Beam |
| 16 | Pedestal |
| 17 | Seismic Stopper |
| 18 | Approach Slab Lean (S. No. 12.8) |
| 19 | Approach Slab RCC (S. No. 14.11) |
| 20 | POT/PTFE Bearing |
| 21 | Steel (S. No. 13.6) |
| 22 | SUPER STRUCTURE |
| 23 | P.S.C. Beam (S. No. 14.1F i) M-45 |
| 24 | Cross Beam (S. No. 14.1F i) M-45 |
| 25 | Deck Slab (S. No. 14.1F i) M-45 |
| 26 | Crash Barrier (S. No. 8.22) M-40 |
| 27 | RCC Central Verge (S. No. 14.1E ii) M-40 |
| 28 | Footpath M-40 |
| 29 | Asphaltic Wearing Coat 65mm thick (S. No. 5.5) |
| 30 | Tack Coat (S. No. 5.2) |
| 31 | Steel in Super Structure (S. No. 14.2) |
| 32 | H.T. Strand Wire 12.9mm (S. No. 14.3) |
| 33 | Compression Seal Expansion Joint (S. No. 14.21) |
| 34 | Drainage Spout (S. No. 14.9) |
| 35 | Painting on Concrete surface (S. No. 14.16) |
| 36 | Lighting Pole with fitting complete |
| 37 | Railing Over Crash Barrier |
| 38 | View Cutter |
| 39 | R.E. Wall |
| 40 | Dismentalling of Flexible Pavement (S. No. 2.5) |
| 41 | Earth work in excavation (S. No. 12.1) |
| 42 | Disposal of excavated soil (S. No. 3.11) |
| 43 | PCC leveling pad (S. No. 12.8) M-15 |
| 44 | Area of R.E.wall Facia panal (S. No. 7.4) M-35 |
| 45 | Area of Geogrid (S. No. 7.4 i) |
| 46 | Copping beam (S. No. 13.5H) M-35 |
| 47 | Lean below frication slab (S. No. 12.8) M-15 |
| 48 | Frication slab (S. No. 13.5H) M-35 |
| 49 | Crash Barrier M-40 |
| 50 | Steel in R.E. Wall (S. No. 13.6) |
| 51 | Filling of local sand / fly ash (S. No. 3.34) Adding Qty of Filter Media 1660.56 cum + 26914.09 cum |
| 52 | G.S.B. (S. No. 4.1) |
| 53 | W.M.M. (S. No. 4.14) |
| 54 | D.B.M. (S. No. 5.4) |
| 55 | Prime coat (S. No. 5.1) |
| 56 | Tack coat (S. No. 5.2) |
| 57 | Railing Over Crash Barrier (S. No. 14.8) |
| 58 | Painting on Concrete surface |
| 59 | RCC Central Verge M-40 |
| 60 | Footpath M-40 |
| 61 | R.E. Wall safety kerb M-35 |
| 62 | Service Road |
| 63 | Shifting of Surplus Earth from Site |
| 64 | Earth work in embankment (S. No. 3.16) |
| 65 | Laying & Providing GSB-230 cm |
| 66 | Laying & Providing WMM-250 cm |
| 67 | DBM 60 MM Thick |
| 68 | Bitumiminous Concrete 40mm thick |
| 69 | Prime Coat above Cleaned Surface of WMM |
| 70 | Tack Coat of BM Surface |
| 71 | Cautionary Board, Road Safety Sign |
| 72 | Cat Eyes |
| 73 | Cat Eyes (Service Road) |
| 74 | Hazard Bollards |
| 75 | Linear Delineation System |
| 76 | Reflective Sign Board |
| 77 | Thermoplastic Road Marking |
| 78 | Thermoplastic Road Marking (Service Road) |
| 79 | Cantilever Structure with Retro Reflective sign board |
| 80 | Retro Reflective sheeting yupe-IV with 4mm thick ACM double side. |
| 81 | Stair Case |
| 82 | Lean concrete M-15 |
| 83 | Footing concrete (S. No. 12.11A iii) M-30 |
| 84 | Pier (sub structure) M-35 |
| 85 | Super structure (S. No. 14.1 D) M-35 |
| 86 | Steel |
| 87 | Foundation |
| 88 | Sub structure |
| 89 | Super structure |
| 90 | Earth work excavation |
| 91 | Steel Railing |
| 92 | Brick work (S. No. 12.5) |
| 93 | Sand filling (S. No. 3.16) |
| 94 | Protection at ground level under viaduct portion |
| 95 | Laying & Providing GSB-200 cm |
| 96 | Inter locking tiles over GSB |
| 97 | Earth filling |
| 98 | Kerb Stone |
| 99 | RCC Nala |
| 100 | Earth Work in Excavation |
| 101 | PCC M-15 |
| 102 | RCC M-25 Side Wall (S. No. 12.8) |
| 103 | RCC M-25 Raft |
| 104 | RCC M-30 Top Slab |
| 105 | PVC Pipe |
| 106 | Steel Please Enable Macros to View BoQ information |
