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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Finance | ₹14.5 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANAND TRADERS AND CONSTRUCTION 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 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. | 962.5 | sqm | 830 ₹8.0 L |
| 2.002 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). | ||||
| 2.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | 910.5 | sqm | 365 ₹3.3 L |
| 3.00 | 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. | 910.5 | sqm | 142 ₹1.3 L |
| 4.00Providing 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 : | ||||
| 4.01 | On bituminous surface @ 0.50 Kg / sqm | 910.5 | sqm | 74 ₹67,377 |
| 5.00 | Cleaning and Desilting of existing open surface drain upto an average thickness of 30 cm and when required including disposal of rubbish and silt to out side the campus as directed by the Engineer-in-charge. | 15.75 | cum | 2,000 ₹31,500 |
| 6.0005 Years Maintenance Provision. | ||||
| 6.01 | 1st Year 0.25% of Upgradation amount | 1 | Job | 3,077 ₹3,077 |
Tender Value
₹13.2 L
EMD Value
₹26,465
Closing Date
20 May 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 Rural Road from New Bimblitan main road to Church at New Bimblitan-04 by Panchayat Samiti Prothrapur. (2nd Call)
2026_RDPRI_22831_2
EE/PRI/SAD-I/RR(GEN)/26-27/11
Open Tender
Civil Works - Roads
180 days
New Bimblitan
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹26,465
25 May 2026
12 May 2026
20 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 : | ||||||
| 1.01 | 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. | - | sqm | - | - | item1.1 |
| 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). | ||||||
| 2.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | - | sqm | - | - | item2.1 |
| 3Providing 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. | ||||||
| 4Providing 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 : | ||||||
| 4.01 | On bituminous surface @ 0.50 Kg / sqm | - | sqm | - | - | item4.1 |
| 5Cleaning and Desilting of existing open surface drain upto an average thickness of 30 cm and when required including disposal of rubbish and silt to out side the campus as directed by the Engineer-in-charge. | ||||||
| 605 Years Maintenance Provision. | ||||||
| 6.01 | 1st Year 0.25% of Upgradation amount | - | Job | - | - | item6.1 |
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