Tender For Development Of Road From Mog Para To Gira Chandra Para (L-026) (Length - 7.924 Km) Under Gonda Twisa Sub-Division, Pwd(R&B) During The Year 2026-27/Sh- Clearing Road Land, Surface Drains, Wbm-3, Re-Carpeting Etc. (Portion From Ch. 0.00 Km
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Project Description
Tender for Development Of Road From Mog Para To Gira Chandra Para (L-026) (Length - 7.924 Km) Under Gonda Twisa Sub-Division, Pwd(R&B) During The Year 2026-27/Sh- Clearing Road Land, Surface Drains, Wbm-3, Re-Carpeting Etc. (Portion From Ch. 0.00 Km To 4.00 Km)
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : SITE CLEARANCE |
| 2 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.By Manual MeansA) In area of non-thorny jungle |
| 3 | SUB-HEAD : EARTHWORK, EROSION CONTROL AND DRAINAGE |
| 4 | Surface DrainsConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material 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 307.i) Surface Drains in Ordinary SoilA) Manual Means |
| 5 | SUB-HEAD : MAINTENANCE OF ROADS |
| 6 | 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. |
| 7 | SUB-HEAD : GRANULR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS |
| 8 | WBM Grading - 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.(A) By Manual Means |
| 9 | SUB-HEAD : BASES AND SURFACE COURSES (BITUMINOUS) |
| 10 | Prime Coat(i ) Low Porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 11 | Tack Coatii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 12 | 25 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder.Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity 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.Case - II By Mechanical Means(i) Bitumen VG-30 |
| 13 | Seal Coat Providing and laying seal coat 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 MoRD Technical Specification Clause 510. (A) By Manual MeansCase - IV : Type D (premix with fine sand) (I) Bitumen VG-30 |
| 14 | SUB-HEAD : TRAFFIC SIGN, MARKINGS & OTHER ROAD APPURTENANCES |
| 15 | Traffic Signs (using jhama brick aggregate in CC/ PCC)A) Retro-reflectorised Traffic Signs1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801. |
| 16 | with 600 mm equilateral triangle aluminium sheeting |
| 17 | with 600 mm circular aluminium sheeting |
| 18 | Road marking strips(retro-reflective) of specified shade/colour using Hot applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface.Providing and applying 2.50 mm thick road marking strips(retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater in/c cost of cleaning the road surface of all dirts, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. Please Enable Macros to View BoQ information |
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