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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAdmitted-Finance | ₹36.9 L | L1 | Admitted-Finance |
| 2 | L2₹37.1 LAdmitted-Finance | ₹37.1 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHRI BALAJI ENTERPRISES L1 | JYOTI CONSTRUCTION INCORPORATION L2 |
|---|---|---|---|---|---|
| 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 | |||||
| 1.10 | For 50 mm 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 | 724.52 | sqm | 950 ₹6,88,294 Lowest | 1,200 ₹8,69,424 |
| 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 : | |||||
| 2.10 | On bituminous surface @ 0.50 Kg / sqm | 2,864.37 | sqm | 160 ₹4,58,299.2 Lowest | 165 ₹4,72,621.05 |
| 3.002 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping 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 chipping 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. (Use shredded plastic @ 10 % of total bitumen). | |||||
| 3.10 | With paving Asphalt grade VG- 30 with no solvent | 2,864.37 | sqm | 630 ₹18,04,553.1 | 500 ₹14,32,185 Lowest |
| 4.00 | 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. | 2,864.37 | sqm | 180 ₹5,15,586.6 Lowest | 250 ₹7,16,092.5 |
| 5.00Total of Quoted Amount (A) | |||||
| 6.00MAINTENANCE:- Amount is provisioned . Work has to be executed as per maintenance schedule provided in NIT/Agreement after completion of work. | |||||
| 7.00 | For 1st Year @ 0.25 % of upgradation amount | 1 | Job | 7,405.29 ₹7,405 Lowest | 7,405.29 ₹7,405 Lowest |
Tender Value
Refer Docs
EMD Value
₹63,685
Closing Date
25 Jun 2026, 10:00 amClosed
ee/zp/sa
Executive Engineer, Zilla Parishad, South Andaman
repair and maintenance of various black top roads constructed by zilla parishad south andaman under chouldari panchayat
2026_OEEPB_23420_1
EE/ZP/SA/2026-2027/08
Open Tender
Civil Works - Roads
Works
60 days
chouldari
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹63,685
3 Jul 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
25 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing 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 | |||||
| 1.1 | For 50 mm 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 | sqm | - | - |
| 2Providing 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 : | |||||
| 2.1 | On bituminous surface @ 0.50 Kg / sqm | 1 | sqm | - | - |
| 32 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chipping 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 chipping 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. (Use shredded plastic @ 10 % of total bitumen). | |||||
| 3.1 | With paving Asphalt grade VG- 30 with no solvent | 1 | sqm | - | - |
| 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. | 1 | sqm | - | - |
| 5Total of Quoted Amount (A) | |||||
| 6MAINTENANCE:- Amount is provisioned . Work has to be executed as per maintenance schedule provided in NIT/Agreement after completion of work. | |||||
| 7For 1st Year @ 0.25 % of upgradation amount | |||||
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