Tender For Bt Renewal Work On Bhatanwara Mantola Via Semari Thakuran Road 1.20 Km. Antarhar Approach Road 1.40 Km. Sahijana Ubari To Semari Thakuran Road 1.20 Km. Pipari To Koniya Road 4.90 Km. Pondi Garada To Bharhut Road 6.00 Km. Jhurkhul Ragauli R
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Project Description
Bt Renewal Work On Bhatanwara Mantola Via Semari Thakuran Road 1.20 Km. Antarhar Approach Road 1.40 Km. Sahijana Ubari To Semari Thakuran Road 1.20 Km. Pipari To Koniya Road 4.90 Km. Pondi Garada To Bharhut Road 6.00 Km. Jhurkhul Ragauli Road 2.60Km
BOQ
| Sl. No. | Item Description |
| 1 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80- 100 kN Static Roller. |
| 2 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.A By Sensor Paver |
| 3 | Providing and applying tack coat with cationic bitumen emulsionusing emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) |
| 4 | Open - Graded Premix SurfacingProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification.(i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tonnes/hour. |
| 5 | 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 and B seal coats, all complete as per clause 511 of Specification.(ii) Case - II : Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. |
| 6 | Construction of Shoulders with approved material/selected soili/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400.B) Hard Shoulders (CBR value >12) |
| 7 | Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(ii) Ordinary Kilometer stone (Precast) |
| 8 | (iii) Hectometer stone (Precast) |
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Tender Published
Tender notice published.
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Online submission via eProcurement portal.
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Technical bids will be opened and evaluated.
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