Tender For Fdr/ maintenance Of Different Roads Namely From I) Sabroom To Baishnabpur Road(Rpc Part) (L-6.00 Km) , Ii) T02(Harina-Ailmara Rd. To Jalefa Sonai) To Banarai Para (L-2.441 Km) And Iii) Harina Ailmara Road To Sonai Jalefe (T02) (L-14.50 Km)
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Project Description
Tender for Fdr/ maintenance Of Different Roads Namely From I) Sabroom To Baishnabpur Road(Rpc Part) (L-6.00 Km) , Ii) T02(Harina-Ailmara Rd. To Jalefa Sonai) To Banarai Para (L-2.441 Km) And Iii) Harina Ailmara Road To Sonai Jalefe (T02) (L-14.50 Km) During The Year 2026-27/ Sh:- Patch Soling, Road Side Jungle Clearance, Bamboo Palasiding Work, Landslip Clearance, Providing & Placing Gunny Bags And Unlined Surface Drains Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Flat Brick Soling.Providing and laying flat brick soling layer on prepared subgrade according,filling joints with Earth free from clay with a plasticity index not execeding 6,watering and rolling the same with three whecled road roller 80-100 Km as per MoRD Technical Specifical Clause 412. |
| 2 | i) Brick egging laid length wiseProviding and laying brick edging laid length wise on prepared subgrade according to grades and cross section shown on the drawing, filling joints with sand,watering and rolling the same with three wheeled road roller 80-100KN as per MoRD TechnicalSpecification Clause 412 |
| 3 | Single bamboo palasiding/ walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.50 m apart longitudinal and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specitation Clause 1302.5 (A) Driven at leat 900 mm below ground and 1200 mm above ground on average. |
| 4 | Construction of sub-grade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per MoRD Technical Specification Clause 303.1 |
| 5 | Clearing Grass and Removal of Rubbish. Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per MoRD Technical Specification Clause 201. |
| 6 | 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 avoid any leakage of sand as per specification. |
| 7 | Construction of Embankment with Material Obtained from Borrow Pits 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. |
| 8 | Surface drains. Construction of unlined surface drains of average cross sectional area 0.4 Sqm in ordinary soil to specified lines, grades levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per MoRD Technical Specification Clause 307. i)Surface drains in ordinary soil. A) Manual Means |
| 9 | Landslide Clearance in soil. Removal of landslides in soil and ordinary rock by a bulldozer D80 A-12, 180 HP and disposal of the same on the valley side as per MoRT & H technical specification clause 3000 |
| 10 | Maintenance of Earthen shoulder (Stripping of excess soil) 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. |
| 11 | Excavation for StructuresA) Without dewatering.Earthwork in excavation for structures as pe rdrawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and back filling in trenches with excavated suitable material.I. Ordinary Soil(i) Upto 3.00 mtr depth |
| 12 | Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500 mm. X 600 mm. X 450 mm. 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 7.80 kg) |
| 13 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge |
| 14 | Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge. Please Enable Macros to View BoQ information |
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