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| 1 | box culvert |
| 2 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth |
| 3 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | OD483130/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site. |
| 5 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 6 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 7 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 |
| 8 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 |
| 9 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 10 | OD483378/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers notexceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 11 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. |
| 12 | OD488352/2025-2026:DRY RUBBLE MASONRY with hard stone, excluding bond stone in foundation andsuperstructure including packing to compactness to lines and levels, cost and conveyance of allmaterials labour charges etc. complete as per approved drawing and relevant technicalspecifications |
| 13 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 14 | OD488370/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete asper drawings and direction of Engineer-in-Charge.P.C.C grade M 10, Nominal mix 1:3:6 |
| 15 | OD483377/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular Please Enable Macros to View BoQ information |
