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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VMK TRANSPORT AND BUILDERS 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. | 1,220.41 | sqm | 1,000 ₹12,20,410 Lowest |
| 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. | 62.45 | sqm | 1,250 ₹78,062.5 Lowest |
| 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 | 1,220.41 | sqm | 100 ₹1,22,041 Lowest |
| 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). | ||||
| 3.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | 1,220.41 | sqm | 460 ₹5,61,388.6 Lowest |
| 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. | 1,220.41 | sqm | 190 ₹2,31,877.9 Lowest |
| 5.00Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete. | ||||
| 5.01 | New work (Two or more coats) | 111 | sqm | 230 ₹25,530 Lowest |
Tender Value
₹21.8 L
EMD Value
₹43,555
Closing Date
30 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Renovation of Village Road from main road to Community Hall Length 380 mtr at Hobdipur-01 under Gram Panchayat Tushnabad.
2026_RDPRI_25335_1
EE/PRI/SAD-I/RR(CCA)/26-27/134
Open Tender
Civil Works - Roads
Works
120 days
Tushnabad
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹43,555
4 Nov 2026
21 Oct 2026
30 Oct 2026
22 Oct 2026
30 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 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 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. | 1,220.41 | sqm | - | - | - |
| 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. | 62.45 | 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 : | ||||||
| 2.01 | On bituminous surface @ 0.50 Kg / sqm | 1,220.41 | sqm | - | - | - |
| 32 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). | ||||||
| 3.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | 1,220.41 | sqm | - | - | - |
| 4 | 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. | 1,220.41 | sqm | - | - | - |
| 5Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete. | ||||||
| 5.01 | New work (Two or more coats) | 111 | sqm | - | - | - |
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