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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance BETAPUR | ₹6.3 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Technical bid is rejected due to in affidavit written APWD instead of PRI, N&MA, Mayabunder hence not accecpted. |
| Sl No | Description | Qty | Unit | K THANKACHAN AND SONS L1 |
|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||
| 1.01 | All kinds of soil | 70 | cum | 250 ₹17,500 Lowest |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 70 | cum | 210 ₹14,700 Lowest |
| 3.00 | 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. | 330 | sqm | 75 ₹24,750 Lowest |
| 4.00Providing, Laying, 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. | ||||
| 4.01 | Subbase with stone aggregate 90 mm to 45 mm including Stone screening 13.2 mm size | 33 | cum | 5,000 ₹1,65,000 Lowest |
| 4.02 | Base Coursese with stone aggregate 63 mm to 45mm i/c stone screening 13.2 mm size. | 19.95 | cum | 4,300 ₹85,785 Lowest |
| 4.03 | Base Coursese with stone aggregate 53 mm to 22.4mm i/c stone screening 11.2 mm size. | 19.95 | cum | 4,500 ₹89,775 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 : | ||||
| 5.01 | On W.B.M. @ 0.75 Kg / sqm | 250 | sqm | 110 ₹27,500 Lowest |
Tender Value
₹7.9 L
EMD Value
₹15,864
Closing Date
7 Aug 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of Blacktop Road from NH4 to Footbridge at Govindapur-I under Gram Panchayat, Basantipur.
2026_RDPRI_24045_1
69/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Roads
Works
150 days
Basantipur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹15,864
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 1.01 | All kinds of soil | - | cum | - | - |
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | |||||
| 3Preparation 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. | |||||
| 4Providing, Laying, 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. | |||||
| 4.01 | Subbase with stone aggregate 90 mm to 45 mm including Stone screening 13.2 mm size | - | cum | - | - |
| 4.02 | Base Coursese with stone aggregate 63 mm to 45mm i/c stone screening 13.2 mm size. | 1 | cum | - | - |
| 4.03 | Base Coursese with stone aggregate 53 mm to 22.4mm i/c stone screening 11.2 mm size. | 1 | 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 : | |||||
| 5.01 | On W.B.M. @ 0.75 Kg / sqm | - | sqm | - | - |
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