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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.6 LAccepted-Finance | ₹51.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹62.5 L+₹10.9 L (21.2%)Accepted-Finance | ₹62.5 L+₹10.9 L (21.2%) | L2 | Accepted-Finance Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | MADHAV ENTERPRISE L1 | NILKANTH ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Works | |||||
| 1.01 | Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead. (B) Dense or hard soil. | 189 | Cum. | 500 ₹94,500 | 200 ₹37,800 Lowest |
| 1.02 | Filling in foundation and plinth with Rubble Stone in layers as directed including watering, ramming and consolidating etc. complete. | 152 | Cum. | 1,200 ₹1,82,400 Lowest | 1,500 ₹2,28,000 |
| 1.03 | Providing and Laying CC 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in. (A) Foundation and plinth. | 114 | Cum. | 7,000 ₹7,98,000 | 6,000 ₹6,84,000 Lowest |
| 1.04 | Providing and Laying design mix cement concrete M30 grade using minimum cement 405 kg/cum and graded crushed stone aggregates 40 mm nominal maximum size in the section of wharf wall, abutment , wing wall, return wall or such other structure using vibrator, excluding the cost of reinforcement but including form work, all lead and lift complete as per drawing and technical specifications. | 239 | Cum. | 9,000 ₹21,51,000 Lowest | 12,000 ₹28,68,000 |
| 1.05 | Providing and Laying design mix concrete M30 using minimum cement 365 kg/cum, crushed stone aggregates 20 mm nominal maximum size and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for RCC work in ( IV ) Slabs having more than 13 cm and upto 15 cm thickness. | 113 | Cum. | 9,000 ₹10,17,000 Lowest | 12,000 ₹13,56,000 |
| 1.06 | Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. | 9,605 | Kg. | 80 ₹7,68,400 Lowest | 100 ₹9,60,500 |
| 1.07 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar. | 10 | MT | 15,000 ₹1,50,000 | 12,000 ₹1,20,000 Lowest |
Tender Value
₹46.7 L
EMD Value
₹93,430
Closing Date
31 Jul 2026, 2:30 pmClosed
The Executive Engineer, PWD, WD-II, Diu
O/o. The Executive Engineer, PWD, WD-II, Fort Road, Diu
Repairing/ Retrofitting and upgradation of Jetty Ramps at Ghoghla Jetty - Diu
2026_DIUDT_4888_1
e-tender Notice No. 37/2026-27
Open Tender
Civil Works - Others
Works
90 days
Diu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
The Executive Engineer, PWD, WD-II, Diu
₹93,430
7 Sept 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Works | |||||
| 1.01 | Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead. (B) Dense or hard soil. | 189 | Cum. | - | - |
| 1.02 | Filling in foundation and plinth with Rubble Stone in layers as directed including watering, ramming and consolidating etc. complete. | 152 | Cum. | - | - |
| 1.03 | Providing and Laying CC 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in. (A) Foundation and plinth. | 114 | Cum. | - | - |
| 1.04 | Providing and Laying design mix cement concrete M30 grade using minimum cement 405 kg/cum and graded crushed stone aggregates 40 mm nominal maximum size in the section of wharf wall, abutment , wing wall, return wall or such other structure using vibrator, excluding the cost of reinforcement but including form work, all lead and lift complete as per drawing and technical specifications. | 239 | Cum. | - | - |
| 1.05 | Providing and Laying design mix concrete M30 using minimum cement 365 kg/cum, crushed stone aggregates 20 mm nominal maximum size and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement for RCC work in ( IV ) Slabs having more than 13 cm and upto 15 cm thickness. | 113 | Cum. | - | - |
| 1.06 | Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. | 9,605 | Kg. | - | - |
| 1.07 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar. | 10 | MT | - | - |
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