Tender For Construction Work Of The Link Road From Pitch Road Near Magan Sahus House In Jamuwawa West Of Aujhi To The Border Of Gram Sabha Kaibha.
Tender Overview
Project Description
Tender for Construction Work Of The Link Road From Pitch Road Near Magan Sahus House In Jamuwawa West Of Aujhi To The Border Of Gram Sabha Kaibha.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Sep-2026 | 3141/1Com-Su.A.Cir./2026-27 Date 09.09.2026 | Other | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Subgrade:- Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 2 | Construction of granular sub-base by providing 12.5 cm.compected well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared sruface, mixing by mix in place method with rortavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical specification clause 401. |
| 3 | Providing and laying 7.50 cm thick G-3 i/c spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushible screening to fill up the interstices of coarse aggregate, watering and compacting, to the required density grading 3 as per technical specification clause 405 |
| 4 | Cement Concrete Pavement - Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 5 | Construction of Subgrade and Earthen Shoulders:- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 6 | Supply of hume pipe 350mm dia & fixing with coller in 1:2 cement and fine sand mortar complete job. |
| 7 | Earth work in excavation In foundation parapet wall. S.I. no 251 |
| 8 | Laying of hume pipe with coller |
| 9 | 05 Years Maintenance Charges (1st Years) |
| 10 | 05 Years Maintenance Charges (2nd Years) (0.25 %) |
| 11 | 05 Years Maintenance Charges (3rd Years) (0.50%) |
| 12 | 05 Years Maintenance Charges (4th Years) (0.75 %) |
| 13 | 05 Years Maintenance Charges (5th Years) (1.00 %) Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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