|
| 1 | OD391209/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 2.m bottom width, 1m topwidth using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart andfilled in between with puddle clay to form bund for an average height 2.00m including labourdismantling the bund after completion of the work etc. complete. MODIFIED 60.1.1 |
| 2 | OD456723/2025-2026:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out waterwith engine and pump set above 10HP and up to 20HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.4 |
| 3 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete |
| 4 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry |
| 5 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 6 | OD420925/2025-2026:(MD 60.7.2) DR Packing under Foundation (Departmental rubble) - Dry stone packing under foundation with goodquality blasted rubble including conveyance of material and labour charges etc. complete as perdirection of departmental officers at site |
| 7 | 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 |
| 8 | 12.5.3: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 III. R.C.C grade M 20 |
| 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 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 11 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 12 | OD399850/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks ofapproved size . design and shape laid in required and pattern over 50 mm thick compacted bedof approved cushion material, compacting and proper embedding flaying of inter locking paverblocks into compacted layer through vibratory compaction by using plate vibrator, and cuttingof paver blocks as per required size and pattern, finishing and sweeping extra sand in lighttraffic parking etc. complete as per manufactures Specifications & direction of Engineer incharge |
| 13 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 14 | OD249925/2025-2026:Engaging man coolies Please Enable Macros to View BoQ information |
