|
| 1 | Culvert and Tile laying |
| 2 | OD49435/2025-2026:Sectioning up to 150mm and forming the surface for NEW road way including clearing the roadway of any debris, levelling, cambering etc complete as per direction of Engineer in charge |
| 3 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material |
| 5 | OD49432/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compactedbed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. |
| 6 | 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) |
| 7 | OD49434/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 0.75 m, bottom width 1.25 m, height 1.2 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. |
| 8 | OD49433/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel,lubrication oil and other stores, pay of staff etc completeModified 60.2.3 |
| 9 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 |
| 10 | 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 |
| 11 | OD507803/2025-2026:DR Packing under foundation -DRy stoepacking under foundation with good quality blasted rubble including convveyance of material and labour charges etc complete as per the direction of departmental officers at site -Modified 60.7.2 |
| 12 | OD507814/2025-2026:DR Packing under foundation -DRy stoepacking under foundation with departmental good quality blasted rubble including convveyance of material and labour charges etc complete as per the direction of departmental officers at site -Modified 60.7.2 |
| 13 | 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 |
| 14 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 15 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 16 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 17 | 2.5.2.B:Dismantling of Structures 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. (II) By Mechanical Means (B) Reinforced Cement Concrete |
| 18 | OD49436/2025-2026:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 19 | OD511735/2025-2026:Supplying and fixing in place granite name board of slab area less tha 0.9 sqm including engraving and painting lettetrs etc complete as per direction of Engineer in charge at site OD 79/21-22 Please Enable Macros to View BoQ information |
