Assam Power Generation Corporation Limited-APGCL has published Construction Of Road And Drain Construction Of Bituminous Road And Masonry Road Side Drain From Power Channel Zero Point To Power House Stage I And The Linking Road To Weir Stage I Passing Through Crusher Plant Mshep Apgcl. Submission Date for this Tender is 06-09-2019. Road Work Tenders in Myntriang SHEP Karbi Anglong Meghalaya. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of bituminous road from Power Channel Zero Point (Chainage 800.00 m) to Power House St-I and the linking road to weir stage-I passing through crusher plant ,MSHEP, APGCL, Karbi Anglong, Assam.(Total chainage = 2650.00m) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Restoration of rain cuts\nRestoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical\nspecifications Clause 1902\nB. Mechanical means\n2650 X 6.25 X 0.10 = 1656.25 m3 | BI01010001010000000000000515BI0100001113 | 1656.25 | cum |
| 2 | 2 | Construction of Subgrade and Earthen Shoulders\nConstruction of subgrade and earthen shoulders with approved material 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 with lead upto 1000 m as per Technical Specification Clause 303.1.\n(ii) Govt. land\n2 X 2650 X 1.25 X 0.10 = 662.5 m3 | BI01010001010000000000000515BI0100001114 | 662.5 | cum |
| 3 | 3 | Water Bound Macadam Sub-base/base\n(i) WBM Grading I\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.\n(A) By manual Means\n2650 X 3.75 X 0.10 = 993.75 m3 | BI01010001010000000000000515BI0100001115 | 993.75 | cum |
| 4 | 4 | Tack Coat\nii) Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25\nto 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical\nSpecification Clause 503.\n2650 X 3.75 = 9937.50 m2 | BI01010001010000000000000515BI0100001116 | 9937.5 | sqm |
| 5 | 5 | 20mm thick Open-Graded Premix Carpet using Bituminous\n(penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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\nto required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\nCase - II By Mechanical Means\n(i) Bituminuous S-90\n2650 X 3.75 = 9937.50 m2 | BI01010001010000000000000515BI0100001117 | 9937.5 | sqm |
| 6 | 6 | Seal coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nB. By mechanical means \nClass I Type A(Bitumin S 90)\n2650 X 3.75 = 9937.50 m2 | BI01010001010000000000000515BI0100001118 | 9937.5 | sqm |
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