Tender For Development Of Jolaibari-Hrishyamukh Road Via Monir Ur (L-10.76 Km) Under The Jurisdiction Of Hrishyamukh Pwd(Randb) Sub-Division During The Year 2026-27./Sh: Bituminous Grouting, Metalling, Re-Carpeting, Protection Work And Other Allied W
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Project Description
Tender for Development Of Jolaibari-Hrishyamukh Road Via Monir Ur (L-10.76 Km) Under The Jurisdiction Of Hrishyamukh Pwd(Randb) Sub-Division During The Year 2026-27./Sh: Bituminous Grouting, Metalling, Re-Carpeting, Protection Work And Other Allied Works (Portion From 6.20 Km To 9.20 Km)
BOQ
| Sl. No. | Item Description |
| 1 | Maintenance of bituminous surface roadRepair 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. |
| 2 | 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.I. By Manual Means |
| 3 | Prime CoatLow porosityProviding 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. |
| 4 | Tack CoatProviding 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 granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 5 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous 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 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, laying and rolling of open graded premix carpet of 25 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.A. Case - II By Mechanical Meansi) 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 Meansi) Case - IV : Type D (premix with fine sand)a) Bitumen of VG-30 |
| 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 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.(i) Surface Drains in Ordinary Soil a) Manual Means |
| 9 | 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. |
| 10 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minimum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. |
| 11 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 |
| 12 | 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 600 mm x 450 mm, having square mesh of 80 mm x 80 mm 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% unclass) 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 Engineer-in-Charge |
| 15 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)a) Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitchingi) Nominal mix 1:3:6 Please Enable Macros to View BoQ information |
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