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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹17.8 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | CRESCENT CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | ||||
| 1.10 | All kinds of soil | 1,060 | sqm | 50 ₹53,000 Lowest |
| 2.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres | 23.68 | sqm | 160 ₹3,788.48 Lowest |
| 3.00 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 20.62 | sqm | 100 ₹2,062.5 Lowest |
| 4.00Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (Rate is inclusive of all material labours machineries etc.) | ||||
| 4.10 | Sub- base with stone aggregate 90 mm to 45 mm including stone screening 13.20 mm. | 2.34 | cum | 1,000 ₹2,339 Lowest |
| 4.20 | base with course with stone aggregate 63 mm to 45 mm including stone screening 13.20 mm and moorum | 1.62 | cum | 1,500 ₹2,436 Lowest |
| 4.30 | Base course with stone aggregate 53 mm to 22.40 mm including stone screening 11.20 mm and moorum | 1.62 | cum | 2,500 ₹4,060 Lowest |
| 5.00Providing 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 : | ||||
| 5.10 | On W.B.M. @ 0.75 Kg / sqm | 2,111.03 | sqm | 200 ₹4,22,205 Lowest |
Tender Value
Refer Docs
EMD Value
₹29,827
Closing Date
30 Apr 2026, 10:00 amClosed
ee/zp/sa
Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram
repairing of black top road from new wandoor main road to jogeshwar biswas house at ward no 3 under zilla parishad south andaman balance
2026_OEEPB_22858_1
EE/ZP/SA/2026-2027/04
Open Tender
Civil Works - Roads
Works
120 days
wandoor
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹29,827
12 May 2026
28 Apr 2026
4 May 2026
28 Apr 2026
30 Apr 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | |||||
| 1.1 | All kinds of soil | - | sqm | - | - |
| 2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres | |||||
| 3Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | |||||
| 4Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (Rate is inclusive of all material labours machineries etc.) | |||||
| 4.1 | Sub- base with stone aggregate 90 mm to 45 mm including stone screening 13.20 mm. | 1 | cum | - | - |
| 4.2 | base with course with stone aggregate 63 mm to 45 mm including stone screening 13.20 mm and moorum | - | cum | - | - |
| 4.3 | Base course with stone aggregate 53 mm to 22.40 mm including stone screening 11.20 mm and moorum | - | cum | - | - |
| 5Providing 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 : | |||||
| 5.1 | On W.B.M. @ 0.75 Kg / sqm | - | sqm | - | - |
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