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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAdmitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SELVARAJ 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. | 697.18 | sqm | 850 ₹5,92,603 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 | 525 | sqm | 85 ₹44,625 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 (use shredded plastic @ 10 % of bitumen) | ||||
| 3.10 | With paving Asphalt grade VG -30 with no solvent | 525 | sqm | 550 ₹2,88,750 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 | 525 | sqm | 115 ₹60,375 Lowest |
| 5.00Earth 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. | ||||
| 5.10 | All kinds of soil | 47.25 | cum | 350 ₹16,537.5 Lowest |
| 6.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
Tender Value
Refer Docs
EMD Value
₹30,765
Closing Date
7 Oct 2026, 10:00 amClosed
ee/zp/sa
Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram
R o rural road from main road to Nasir house Mannarghat 05 by Zilla Parishad South Andaman
2026_OEEPB_24935_1
EE/ZP/SA/2026-2027/15
Open Tender
Civil Works - Roads
Works
180 days
mannarghat
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹30,765
12 Oct 2026
29 Sept 2026
8 Oct 2026
29 Sept 2026
7 Oct 2026
29 Sept 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. | 697.18 | 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 | 525 | 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 (use shredded plastic @ 10 % of bitumen) | ||||||
| 3.1 | With paving Asphalt grade VG -30 with no solvent | 525 | 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 | 525 | sqm | - | - | - |
| 5Earth 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. | ||||||
| 5.1 | All kinds of soil | 47.25 | cum | - | - | - |
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
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