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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | +1.00% | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹22.6 L (8.91%)Admitted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | +10.00% | ₹2.8 Cr+₹22.6 L (8.91%) | L2 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
30 Jul 2026, 3:00 pmClosed
EE, MID, APWD, Hut Bay
EE, MID, APWD, Hut Bay
Improvement of Rural road from LATR to R.K.Pur Dam (R.K.Pur) (Re-Call)
2026_APWD_23756_1
NIT/SE/CC-I/MID/2025-26/63
Open Tender
Civil Works - Others
Percentage
360 days
Little Andaman
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹5.0 L
Chamber of SE, CC-I, APWD, Sri Vijaya Puram
5 Aug 2026
14 Jul 2026
30 Jul 2026
14 Jul 2026
30 Jul 2026
14 Jul 2026
14 Jul 2026 - 27 Jul 2026
27 Jul 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 |
|---|---|---|---|---|---|
| 1Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | |||||
| 1.1 | On bituminous surface @ 0.50 Kg / sqm | 11,319 | sqm | 73.07 | ₹8,27,079.33 |
| 22 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | |||||
| 2.1 | With paving Asphalt grade VG - 30 with no solvent | 11,319 | sqm | 502.61 | ₹56,89,042.59 |
| 3Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : | |||||
| 3.1 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm. | 11,319 | sqm | 1,276.93 | ₹1,44,53,570.67 |
| 4 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | 11,319 | sqm | 178.72 | ₹20,22,931.68 |
| 5 | Extra for adding shredded plastic waste in bituminous items of work @ 8-10% of the total weight of bitumen as per IRC:SP:98-2013 | 6,982 | kg | 47.1 | ₹3,28,852.2 |
| 605 Year Maintenance Provision after completion of work | |||||
| 6.1 | Routine maintenance cost for 1st Year | 1 | Job | 58,303.69 | ₹58,303.69 |
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NITLATRtoDAM.pdf
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BOQ_25172.xls
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