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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAdmitted-Finance | ₹33.9 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | - | - | Rejected-Technical Due to work Experience not submitted as per NIT Condition. |
| Sl No | Description | Qty | Unit | M Mohammed Aslam L1 |
|---|---|---|---|---|
| 1.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||
| 1.01 | Foundations, footings, bases for columns | 9.74 | sqm | 300 ₹2,922 |
| 2.00 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 15.6 | cum | 8,000 ₹1.2 L |
| 3.00Providing 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 : | ||||
| 3.01 | On bituminous surface @ 0.50 Kg / sqm | 2,047.5 | sqm | 62 ₹1.3 L |
| 4.002 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).( Use shredded plastic @10% of total bitumen i.e 90% VG-30 & 10% shredded plastic) | ||||
| 4.01 | With paving Asphalt grade VG - 30 with no solvent | 2,047.5 | sqm | 430 ₹8.8 L |
| 5.00Providing 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: | ||||
| 5.01 | 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 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | 2,039.31 | sqm | 640 ₹13.1 L |
| 5.02 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm. | 121.87 | sqm | 700 ₹85,309 |
Tender Value
₹36.1 L
EMD Value
₹72,259
Closing Date
23 Feb 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Repair and Maintenance of Black Top Road Burma Jetty to ATI Gate at W.No. 02, 03, 06 and 07 under Shore Point Gram Panchayat.
2026_RDPRI_21863_1
EE/PRI/SAD-I/RR/2025-26/199
Open Tender
Civil Works - Roads
180 days
Shore Point
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹72,259
26 Feb 2026
10 Feb 2026
23 Feb 2026
11 Feb 2026
23 Feb 2026
11 Feb 2026
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