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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAccepted-Finance | ₹11.2 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹11.3 Cr+₹2.9 L (0.26%)Accepted-Finance | ₹11.3 Cr+₹2.9 L (0.26%) | L2 | Accepted-Finance Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Rakesh Rajnikant Patel L1 | Krishna Buildspace Ltd. L2 |
|---|---|---|---|---|---|
| 1.00Works | |||||
| 1.01 | EXCAVATION upto 1.50 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Dense or Hard soil MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, cutting vegetation up to 1.5m ht if required and disposing off the excavated stuff upto all lead and lift. Note- All types of soil that can be removed by JCB/ Poclain bucket shall be classified under this item. | 3,764 | CUM | 153 ₹5,75,892 Lowest | 155 ₹5,83,420 |
| 1.02 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard Murrum MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. | 1,808.58 | CUM | 153 ₹2,76,712.74 Lowest | 165 ₹2,98,415.7 |
| 1.03 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock not requiring blasting but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 110 | CUM | 297 ₹32,670 | 275 ₹30,250 Lowest |
| 1.04 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 150.32 | CUM | 510 ₹76,663.2 | 450 ₹67,644 Lowest |
| 1.05 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 110 | CUM | 552 ₹60,720 | 500 ₹55,000 Lowest |
| 1.06 | FILLING with selected & approved available excavated earth (excluding rock) in excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. | 3,554.57 | CUM | 191 ₹6,78,922.87 | 150 ₹5,33,185.5 Lowest |
| 1.07 | FILLING with selected & approved Murrum material brought by Contractor from outside client's premises, including Identification of Borrow pits and including Royalty charges & or duties as per requirement of local authority, in foundations, excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. | 3,928.05 | CUM | 388 ₹15,24,083.4 Lowest | 450 ₹17,67,622.5 |
| 1.08 | Providing and laying RUBBLE SOLING wherever required in foundation and plinth including hand packing fillings interstices with chips and sand. Watering and compacting to consolidated thickness, etc complete as directed by engineer-in-charge | 753.06 | CUM | 1,402 ₹10,55,790.12 Lowest | 1,500 ₹11,29,590 |
| 1.09 | Providing material and labour for laying PLINTH PROTECTION including excavation of 30 cm depth and Filling with dry bricks bats of 20 cm thick and top layers C.C. 1:2:4 ( 1 cement 2 coarse sand: 4 graded stone aggregate 20m nominal size)50mm thk finished in proper grade and slop etc. complete as directed by engineer-in-charge | 142.59 | SQM | 1,037 ₹1,47,865.83 Lowest | 1,050 ₹1,49,719.5 |
Tender Value
₹11.2 Cr
EMD Value
₹21.2 L
Closing Date
17 Feb 2026, 2:30 pmClosed
The Executive Engineer, PWD, WD-II, Diu
The Executive Engineer, PWD, WD-II, Fort Road, Diu
Construction of OIDC Warehouse at Diu
2026_DIUDT_4611_1
e-tender Notice No. 33/2025-26
Open Tender
Civil Works - Others
Works
450 days
Diu
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
The Executive Engineer, PWD, WD-II, Diu
₹21.2 L
The Executive Engineer, PWD, WD-II, Diu
17 Jul 2026
31 Jan 2026
17 Feb 2026
31 Jan 2026
17 Feb 2026
31 Jan 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Works | |||||
| 1.01 | EXCAVATION upto 1.50 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Dense or Hard soil MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, cutting vegetation up to 1.5m ht if required and disposing off the excavated stuff upto all lead and lift. Note- All types of soil that can be removed by JCB/ Poclain bucket shall be classified under this item. | 3,764 | CUM | - | - |
| 1.02 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard Murrum MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. | 1,808.58 | CUM | - | - |
| 1.03 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock not requiring blasting but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 110 | CUM | - | - |
| 1.04 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 150.32 | CUM | - | - |
| 1.05 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift | 110 | CUM | - | - |
| 1.06 | FILLING with selected & approved available excavated earth (excluding rock) in excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. | 3,554.57 | CUM | - | - |
| 1.07 | FILLING with selected & approved Murrum material brought by Contractor from outside client's premises, including Identification of Borrow pits and including Royalty charges & or duties as per requirement of local authority, in foundations, excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. | 3,928.05 | CUM | - | - |
| 1.08 | Providing and laying RUBBLE SOLING wherever required in foundation and plinth including hand packing fillings interstices with chips and sand. Watering and compacting to consolidated thickness, etc complete as directed by engineer-in-charge | 753.06 | CUM | - | - |
| 1.09 | Providing material and labour for laying PLINTH PROTECTION including excavation of 30 cm depth and Filling with dry bricks bats of 20 cm thick and top layers C.C. 1:2:4 ( 1 cement 2 coarse sand: 4 graded stone aggregate 20m nominal size)50mm thk finished in proper grade and slop etc. complete as directed by engineer-in-charge | 142.59 | SQM | - | - |
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