Tender For Strengthening Of Road From Kanchanpur To Machmara From Ch:12.50 Km To Ch:19.126 Km , Under J Ui Hill Sub-Division, Pwd(R&B) During The F.Y. 2025-26/Sh:- Side Shouldering, Repair Pot Holes, Bm,Tack Coat, Carpeting, Seal Coat, Surface Drain,, Kanchanpur-Tripura
TDR : 55556124
Tender Notice
BOQ
20 Days Left
Kanchanpur
Tripura
Tender For Strengthening Of Road From Kanchanpur To Machmara From Ch:12.50 Km To Ch:19.126 Km , Under J Ui Hill Sub-Division, Pwd(R&B) During The F.Y. 2025-26/Sh:- Side Shouldering, Repair Pot Holes, Bm,Tack Coat, Carpeting, Seal Coat, Surface Drain,
Name of Work:- Strengthening of road from Kanchanpur to Machmara from CH:12.50 km to CH:19.126 Km , under J ui Hill Sub-Division, PWD(R&B) during the F.Y. 2025-26/SH:- Side shouldering, Repair pot holes, BM,Tack coat, carpeting, seal coat, surface drain, Mtc of Earthen shoulder etc.
Sl. No.
Item Description
1
Clearing and Grubbing Road Land Clearing 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. (I) By Manual Means (A) In area of non- thorny Jungle
2
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.
3
Surface Drains in Ordinary SoilConstruction 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 Soil(B) Mechanical Means
4
Bituminous MacadamProviding and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Technical Specification Clause 504.i. With Viscosity Graded Bitumen of VG-30.
5
Tack coat using hot straight run bitumen of grade VG-30 onbituminous surfaceProviding 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.
6
20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 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 of VG-30
7
Seal CoatProviding 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 of VG-30 Please Enable Macros to View BoQ information
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