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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.1 LAdmitted-Finance | ₹45.1 L | L1 | Admitted-Finance |
| 2 | L2₹50.2 LAdmitted-Finance | ₹50.2 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD, Tender Fee & Other Mandatory Documents Not Submitted at Office |
| 4 | Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD, Tender Fee & Other Mandatory Documents Not Submitted at Office |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD, Tender Fee & Other Mandatory Documents Not Submitted at Office |
| Sl No | Description | Qty | Unit | KMS CONSTRUCTION L2 | T USMAN L1 |
|---|---|---|---|---|---|
| 1.00Providing 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 : | |||||
| 1.01 | 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. | 1,417.04 | sqm | 590 ₹8,36,053.6 | 900 ₹12,75,336 |
| 1.02 | 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. | 183.46 | sqm | 220 ₹40,361.2 | 950 ₹1,74,287 |
| 2.00Providing 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 : | |||||
| 2.01 | On bituminous surface @ 0.50 Kg/sqm | 1,372.17 | sqm | 260 ₹3,56,764.2 | 100 ₹1,37,217 |
| 3.002 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) | |||||
| 3.01 | With paving Asphalt grade VG - 30 with no solvent | 1,372.17 | sqm | 400 ₹5,48,868 | 460 ₹6,31,198.2 |
| 4.00 | Providing and laying seal coat of premixed fine aggregate (with River Sand) ( 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 (with River Sand) per 100 sqm of road surface, including rolling and finishing with road roller all complete. | 1,372.17 | sqm | 460 ₹6,31,198.2 | 120 ₹1,64,660.4 |
| 5.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 5.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 15.87 | cum | 1,500 ₹23,797.5 | 2,000 ₹31,730 |
Tender Value
₹45.3 L
EMD Value
₹90,510
Closing Date
22 Jan 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 Village Road cum both side drain including 01 No. Culvert from main road to Church Colony at Brindaban Ward No. 04 for the length of 300 mtrs under Brindaban Gram Panchayat.
2026_RDPRI_21458_1
EE/PRI/SAD-I/RR/2025-26/188
Open Tender
Civil Works - Roads
180 days
Brindaban
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹90,510
30 Jan 2026
13 Jan 2026
23 Jan 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
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.
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.
On bituminous surface @ 0.50 Kg/sqm
With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat of premixed fine aggregate (with River Sand) ( 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 (with River Sand) per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
All kinds of soil.
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Foundations, footings, bases of columns, etc. for mass concrete
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
With cement mortar 1:4 (1 cement : 4 fine sand)
1:4 (1 cement : 4 fine sand)
40 mm thick with 20 mm nominal size stone aggregate
1st Year 0.25% of Upgradation amount
2nd Year 1.00% of Upgradation amount
3rd Year 1.50% of Upgradation amount
4th Year 2.00% o f Upgradation amount
5th Year 2.75% of Upgradation amount
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