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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Lowest rate found. |
| 2 | L2₹1.6 Cr+₹4.1 L (2.69%)Accepted-Finance | ₹1.6 Cr+₹4.1 L (2.69%) | L2 | Accepted-Finance High rate found. |
| Sl No | Description | Qty | Unit | Hitendra A Patel L2 | Viraj A Patel L1 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 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. | 593.67 | CUM | 2,07,784.5 ₹2,07,784.5 Lowest | 2,67,151.5 ₹2,67,151.5 |
| 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. | 500.51 | CUM | 2,25,229.5 ₹2,25,229.5 | 1,50,153 ₹1,50,153 Lowest |
| 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 | 10 | CUM | 1,400 ₹1,400 | 400 ₹400 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 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 | 108.04 | CUM | 15,125.6 ₹15,125.6 | 4,321.6 ₹4,321.6 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 | 30 | CUM | 4,800 ₹4,800 | 1,200 ₹1,200 Lowest |
| 1.06 | FILLING with selected & approved available excavated earth (exluding 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. | 918.59 | CUM | 2,57,205.2 ₹2,57,205.2 Lowest | 3,21,506.5 ₹3,21,506.5 |
| 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. | 1,561 | CUM | 18,73,200 ₹18,73,200 | 15,61,000 ₹15,61,000 Lowest |
| 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 | 222.6 | CUM | 4,67,460 ₹4,67,460 | 4,45,200 ₹4,45,200 Lowest |
| 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 | 63.3 | SQM | 75,960 ₹75,960 | 60,135 ₹60,135 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
21 Jul 2026, 2:00 pmClosed
The Exe., Engg., PWD, WD-I, Daman.
O/o the Ex. Eng., P.W.D., 2nd floor Multi office complex, near Veg. Market, Moti Daman.
Repair and Maintenance of Crematorium at Kadaiya, Daman. (Minor Work). (E-30577)
2026_DAMAN_4885_1
Tender Notice No.49/2026-27
Open Tender
Civil Works
Works
180 days
Daman District.
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
The Exe., Engg., PWD, WD-I, Daman.
₹2.3 L
The Exe., Engg., PWD, WD-I, Daman.
1 Sept 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 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. | 593.67 | 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. | 500.51 | CUM | 65 | ₹32,533.15 |
| 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 | 10 | CUM | 75 | ₹750 |
| 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 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 | 108.04 | 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 | 30 | CUM | 65 | ₹1,950 |
| 1.06 | FILLING with selected & approved available excavated earth (exluding 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. | 918.59 | CUM | 75 | ₹68,894.25 |
| 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. | 1,561 | 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 | 222.6 | CUM | 65 | ₹14,469 |
| 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 | 63.3 | SQM | 75 | ₹4,747.5 |
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