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Updated dates
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
16 Jun 2026, 3:00 pm
EE, MID, APWD, Hut Bay
EE, MID, APWD, Hut Bay
Upgradation of rural road from SH connection (Krishna Biswas home ) to Ramkrishnapur Dam at Hut Bay, South Andaman under PMGSY-III, Batch-I, 2024-25 (Package No. AN01HB21, length 4.425 km) (Revised Estimate)
2026_APWD_147500_1
NIT No.78/NIT/SE/CC-I/26-27
Open Tender
Civil Works - Roads
360 days
Ramkrishnapur, Little Andaman
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Payable To EE,MID, APWD, Hut Bay
₹11.8 L
Chamber of SE, CC-I, APWD, Sri Vijaya Puram
7 May 2026
7 May 2026
16 Jun 2026
7 May 2026
16 Jun 2026
7 May 2026
7 May 2026 - 12 Jun 2026
15 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | PAVEMENT WORK
Clearing and grubbing road land
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 | 1 | Ha | - | - | 1 |
| 2 | Dismantling of structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 | 0.8 | cum | - | - | 2 |
| 3 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
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 1000m as per Technical Specification Clause 301.4. | - | sqm | 1 | - | 3 |
| 4 | Construction of Embankment with Material Obtained from Roadway Cutting
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. | - | cum | 1 | - | 4 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits
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 | 0.8 | cum | 1 | ₹0.8 | 5 |
| 6 | Construction of Subgrade and Earthen Shoulders
Construction 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. | 1 | cum | - | - | 6 |
| 7 | For modified soil by construction of sub base using GSB III materials
Construction of Modified Soil by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Material: 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre. | 1 | cum | 1 | ₹1 | 7 |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1) GSB grade III
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Material : 9.5 mm to 4.75 mm @ 35 per cent = 0.447 cum, 4.75 mm to 2.36 mm @ 12.5 per cent = 0.160 cum, 2.36 mm below @ 52.5 per cent = 0.672 cum, Water = 0.100 kilolitre. | - | cum | 1 | - | 8 |
| 9Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Material : Coarse aggregate 45 mm to 22.4 mm @ 30 per cent = 0.399 cum, Aggregates 22.4 mm to 2.36 mm @ 40 per cent = 0.532 cum, Fine aggregate/Crushed sand 2.36 mm to 75 micron @30 per cent = 0.399 cum, water = 0.08 kl. | ||||||
| 10 | Prime Coat
Low porosity Providing 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Material : Bitumen emulsion (SS-1) @ 0.85 kg per sqm. | 1 | sqm | 1 | ₹1 | 10 |
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