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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAdmitted-Finance | ₹21.4 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JYOTI CONSTRUCTION INCORPORATION 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 | 40 ₹42,400 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 | 350 ₹8,287.3 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 | 80 ₹1,650 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 | 6,000 ₹14,034 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 | 6,000 ₹9,744 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 | 6,000 ₹9,744 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 | 120 ₹2,53,323 Lowest |
Tender Value
Refer Docs
EMD Value
₹29,827
Closing Date
27 Jul 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 03 under zilla parishad south andaman balance work
2026_OEEPB_23865_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
5 Aug 2026
21 Jul 2026
29 Jul 2026
21 Jul 2026
27 Jul 2026
21 Jul 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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