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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₹10.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹11.2 L+₹1.0 L (9.84%)Admitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SELVARAJ L2 | M Mohammed Aslam 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 | |||||
| 1.10 | 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. | 584.32 | sqm | 840 ₹4,90,828.8 | 699 ₹4,08,439.68 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 | |||||
| 2.10 | On bituminous surface @ 0.50 Kg / sqm | 486 | sqm | 80 ₹38,880 | 60 ₹29,160 Lowest |
| 3.002.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) | |||||
| 3.10 | With paving Asphalt grade VG - 30 | 486 | sqm | 550 ₹2,67,300 | 400 ₹1,94,400 Lowest |
| 4.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 4.10 | All kinds of soil | 21.6 | cum | 350 ₹7,560 Lowest | 600 ₹12,960 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 5.10 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.6 | cum | 9,500 ₹2,05,200 Lowest | 13,000 ₹2,80,800 |
Tender Value
Refer Docs
EMD Value
₹21,567
Closing Date
2 Nov 2026, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ee/zp/sa
Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram
improvement of rural road from main road to machakalas house at ward no 6 under wimberlygunj zilla parishad constituency 162 mtrs
2026_OEEPB_25359_1
EE/ZP/SA/2026-2027/20
Open Tender
Civil Works - Roads
Works
90 days
wimberlygunj
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹21,567
4 Nov 2026
23 Oct 2026
3 Nov 2026
23 Oct 2026
2 Nov 2026
23 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 | ||||||
| 1.1 | 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. | 584.32 | 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 | 486 | sqm | - | - | - |
| 32.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid separately) | ||||||
| 3.1 | With paving Asphalt grade VG - 30 | 486 | sqm | - | - | - |
| 4Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 4.1 | All kinds of soil | 21.6 | cum | - | - | - |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 5.1 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.6 | cum | - | - | - |
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