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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹171.3 CrAccepted-Finance | ₹171.3 Cr | L1 | Accepted-Finance Lowest rate found. |
| 2 | L2₹212.9 CrAccepted-Finance DADRA AND NAGAR HAVELI DN | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396193 | ₹212.9 Cr | L2 | Accepted-Finance High rate found. |
| 3 | L3₹216.2 CrAccepted-Finance | ₹216.2 Cr | L3 | Accepted-Finance High rate fopund. |
| 4 | Rejected-Technical | - | - | Rejected-Technical The document not submitted as per tender terms and condition. |
| Sl No | Description | Qty | Unit | SHANTI PROCON LLP | PSP Projects Ltd. | Dev Engineers |
|---|---|---|---|---|---|---|
| 1.00Civil works | ||||||
| 1.01 | STRUCTURAL WORK - Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in under water condition. For all civil work silica sand to be used further all work such as civil, mep, landscape etc subject to approval of Engineer in charge & architect. Earth Work -Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | 6,000 | Cum | 15,00,000 ₹15 L | 13,20,000 ₹13.2 L | 30,00,000 ₹30 L |
| 1.02 | Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | 5,918 | Cum | 15,38,680 ₹15.4 L | 14,20,320 ₹14.2 L | 29,59,000 ₹29.6 L |
| 1.03 | Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | 7,891 | Cum | 23,67,300 ₹23.7 L | 21,30,570 ₹21.3 L | 23,67,300 ₹23.7 L |
| 1.04 | Add extra for Disposing off the excavated stuff of above items for lead of (A) 50 m to 100 m | 13,809 | Cum | 2,07,135 ₹2.1 L | 2,76,180 ₹2.8 L | 6,90,450 ₹6.9 L |
| 1.05 | Add extra for Disposing off the excavated stuff of above items for lead of (B) 100 m to 200 m | 13,809 | Cum | 3,45,225 ₹3.5 L | 5,52,360 ₹5.5 L | 6,90,450 ₹6.9 L |
| 1.06 | Add extra for Disposing off the excavated stuff of above items for lead of (C) 200 m to 300 m | 13,809 | Cum | 4,14,270 ₹4.1 L | 6,90,450 ₹6.9 L | 6,90,450 ₹6.9 L |
| 1.07 | Add extra for Disposing off the excavated stuff of above items for lead of (D) 300 m to 400 m | 13,809 | Cum | 8,28,540 ₹8.3 L | 11,04,720 ₹11.0 L | 6,90,450 ₹6.9 L |
| 1.08 | Add extra for Disposing off the excavated stuff of above items for lead of (E) 5KM | 13,809 | Cum | 13,80,900 ₹13.8 L | 17,95,170 ₹18.0 L | 27,61,800 ₹27.6 L |
| 1.09 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | 15,361 | Cum | 19,96,930 ₹20.0 L | 24,57,760 ₹24.6 L | 61,44,400 ₹61.4 L |
Updated dates
Tender Value
₹141.2 Cr
EMD Value
₹1.5 Cr
Closing Date
1 May 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.
Construction of ADMIN, ACADEMIC, FACULTY HOUSING BUILDING and EXTERNAL DEVELOPMENT for National Institute of Fashion Technology, Daman.
2026_DAMAN_4666_1
Tender Notice No.01/2026-27
Open Tender
Civil Works
630 days
Daman District.
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
The Exe., Engg., PWD, WD-I, Daman.
₹1.5 Cr
The Exe., Engg., PWD, WD-I, Daman.
15 May 2026
1 Apr 2026
1 May 2026
1 Apr 2026
1 May 2026
1 Apr 2026
14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil works | ||||||
| 1.01 | STRUCTURAL WORK - Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in under water condition. For all civil work silica sand to be used further all work such as civil, mep, landscape etc subject to approval of Engineer in charge & architect. Earth Work -Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | - | Cum | - | - | item1 |
| 1.02 | Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | - | Cum | - | - | item2 |
| 1.03 | Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil | - | Cum | - | - | item3 |
| 1.04 | Add extra for Disposing off the excavated stuff of above items for lead of (A) 50 m to 100 m | - | Cum | - | - | item4 |
| 1.05 | Add extra for Disposing off the excavated stuff of above items for lead of (B) 100 m to 200 m | - | Cum | - | - | item5 |
| 1.06 | Add extra for Disposing off the excavated stuff of above items for lead of (C) 200 m to 300 m | - | Cum | - | - | item6 |
| 1.07 | Add extra for Disposing off the excavated stuff of above items for lead of (D) 300 m to 400 m | - | Cum | - | - | item7 |
| 1.08 | Add extra for Disposing off the excavated stuff of above items for lead of (E) 5KM | - | Cum | - | - | item8 |
| 1.09 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | - | Cum | - | - | item9 |
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