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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAdmitted-Finance | ₹17.0 L | L1 | Admitted-Finance |
| 2 | L2₹18.4 L+₹1.4 L (8.14%)Admitted-Finance | ₹18.4 L+₹1.4 L (8.14%) | L2 | Admitted-Finance |
| 3 | L3₹18.7 L+₹1.7 L (9.84%)Admitted-Finance | ₹18.7 L+₹1.7 L (9.84%) | L3 | Admitted-Finance |
| 4 | L4₹21.2 L+₹4.1 L (24.3%)Admitted-Finance | ₹21.2 L+₹4.1 L (24.3%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PAUL ENTERPRISES L3 | NEHA BUILDERS AND ROADWAYS L1 | M KANNAN L4 | MONORANJAN MONDAL L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 180 | sqm | 20 ₹3,600 | 100 ₹18,000 | 10 ₹1,800 | 5 ₹900 Lowest |
| 2.00Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||||
| 2.01 | All kinds of soil. | 101.2 | cum | 250 ₹25,300 | 100 ₹10,120 Lowest | 310 ₹31,372 | 150 ₹15,180 |
| 3.00Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | |||||||
| 3.01 | All kinds of soil | 180 | cum | 250 ₹45,000 | 100 ₹18,000 Lowest | 360 ₹64,800 | 190 ₹34,200 |
| 4.00 | Carriage of Earth by mechanical transport for an average lead of 8.00 KM including loading, unloading etc. complete. | 180 | cum | 500 ₹90,000 Lowest | 600 ₹1,08,000 | 750 ₹1,35,000 | 750 ₹1,35,000 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 5.01 | 1:4:8 (1 Cement : 4 pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 19.6 | cum | 9,000 ₹1,76,400 | 8,500 ₹1,66,600 | 9,200 ₹1,80,320 | 8,200 ₹1,60,720 Lowest |
| 6.00 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 14.4 | cum | 10,000 ₹1,44,000 | 9,000 ₹1,29,600 Lowest | 11,500 ₹1,65,600 | 9,500 ₹1,36,800 |
| 7.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, if nishing and reinforcement- All work up to plinth level : | |||||||
Tender Value
₹25.8 L
EMD Value
₹51,537
Closing Date
21 Apr 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of Parking Place near the Ram Mandir at Duke Nagar ward No.01 under Gram Panchayat, Swadeshnagar.
2026_RDPRI_22714_1
01/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
180 days
Swadeshnagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹51,537
24 Apr 2026
16 Apr 2026
21 Apr 2026
16 Apr 2026
21 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | |||||
| 2Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All kinds of soil. | - | cum | - | - |
| 3Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | |||||
| 3.01 | All kinds of soil | - | cum | - | - |
| 4Carriage of Earth by mechanical transport for an average lead of 8.00 KM including loading, unloading etc. complete. | |||||
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 5.01 | 1:4:8 (1 Cement : 4 pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 6Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | |||||
| 7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, if nishing and reinforcement- All work up to plinth level : | |||||
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