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| 1 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soll including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment/subgrade,replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11 |
| 2 | Surface DrainsConstruction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material 2.0 to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307Surface Drains in Ordinary Soil(A) Manual Means |
| 3 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903 |
| 4 | Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 5 | Providing and placing gunny/polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avold any leakage of sand as per specification. |
| 6 | Maintenance of bituminous surface road Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504 |
| 7 | Providing and applying tack coat using hot straight run bitumen of grade VG-30, Including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/Sqm. |
| 8 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.By Manual Means(1) Bitumen (60/70 Grade) of VG-30 |
| 9 | Providing and laying seal coat using bitumen (Bitumen VG30)sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per Technical Specification Clause 510By Manual MeansCase IV: Type D (with fine sand) |
| 10 | Supplying of Second class brick bats and laying the same in road depression in streches including spreading of one layer of tilla soil to make it good for proper grade and camber as per direction of Engineer in-charge |
| 11 | Single bamboo spur and palasiding of whole 1st class bamboo (Bholuka or Barua or barak) 85 mm to 100 mm dia and closely packed & driven @ 150 mm c/c including fitting, fixing with half 2nd class bamboo (Jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawings and technical specifications.(A)Driven at least 900mm below ground and 1800 mm above ground |
| 12 | 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 MORD Technical Specification Clause 301.5. |
| 13 | 5.9 Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW. GI wire inside the PVC wire, size of cage 1500 mm x 600mm x 450mm. Having square mesh of 80mm x 80mm including carrying to the work site as per direction of the Engineer-in-charge (Weight of each cage shall not be less than 7.80kg) |
| 14 | Supplying and stacking mixed class brick bats (50% frist class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge |
| 15 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size 1500mm x 600mm x450mm fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engineer-in-charge Please Enable Macros to View BoQ information |
