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Tender Value
₹7.5 Cr
EMD Value
₹15.1 L
Closing Date
21 Sept 2026, 3:00 pm
EE, NACD, APWD, Mayabunder
EE, NACD, APWD, Mayabunder
Up-gradation of Rural Road from NH connection (Near Basantipur Chowk) to Basantipur Panchayat (Near Brajlal House) at Mayabunder North and Middle Andaman under PMGSY-III, Batch-I, 2024-25 Package No. AN03MB307, (Length 4.549 km) (5th Call)
2026_APWD_149429_1
NIT No. 07/SE/CC-I/2025-26
Open Tender
Civil Works - Roads
Percentage
365 days
EE, NACD, APWD, Mayabunder
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,000
EE, NACD, APWD, Mayabunder
₹15.1 L
Conference hall of SEs office, CC-I, APWD,SVP
7 Sept 2026
7 Sept 2026
23 Sept 2026
7 Sept 2026
21 Sept 2026
15 Sept 2026
15 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PAVEMENT WORK | |||||
| 2Clearing and grubbing road land | |||||
| 2.01 | 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 Technical Specification Clause 201 | 0.33 | Ha | 1,24,542 | ₹41,597.03 |
| 3Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means | |||||
| 3.01 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 6,210 | sqm | 12.34 | ₹76,631.4 |
| 4Construction of Embankment with Material Obtained from Roadway Cutting | |||||
| 4.01 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. | 2,246.25 | cum | 314.45 | ₹7,06,333.31 |
| 5Construction of Embankment with Material Obtained from Borrow Pits | |||||
| 5.01 | Construction 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 Technical Specification Clause 301.5 | 4,069.87 | cum | 590.79 | ₹24,04,437.73 |
| 6Construction of Subgrade and Earthen Shoulders | |||||
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Additional Documents • 0.24 MB
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