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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC | ₹12.0 L Quoted ₹10.2 L | L1 | Accepted-AOC Accept |
| 2 | L2₹10.3 L+₹14,630.62 (1.44%)Rejected-AOC 717 VARCHI KUMBHANWADI LANJA TAL LANJA DIST RATNAGIRI 416701 | LANJA | RATNAGIRI | MAHARASHTRA | 416701 | ₹10.3 L+₹14,630.62 (1.44%) | L2 | Rejected-AOC reject |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹11,988
Closing Date
23 Apr 2026, 5:00 pmClosed
Executive Engineer RWS ZP Ratnagir
Dr.Babasaheb Ambedkar Bhawan Malnaka Ratnagiri
Kolewadi Diwalwadi Bhambed Tal. Lanja Dist Ratnagiri
2026_RATNA_1295681_2
RWSD E TENDER/05/OPEN/26-27
Open Tender
Civil Works - Water Works
Percentage
180 days
lanja
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,000
₹11,988
Yes
14 Jul 2026
17 Apr 2026
25 Apr 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sub Estimate No.-1 RCC Well | - | L/S | - | - |
| 2 | Item No 1- Dismanteling the existing well before work starts. | - | L/S | - | - |
| 3 | Item no 2:-Excavation in general in soft material comprising of soft soils , soft murum,sand ,hard murumwith boulder in wet or dry condition for head works i,e. Intake well ,connecting pipe, Jackwell, pump house, Supply well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, guarding,disposing off surplus excavated stuff within a radius of 0.5 Km.as directed by engg.- in - charges, etc. complete excluding rifilling. | - | Cmt | - | - |
| 4 | 0.00 to 1.50 m. (334+10%) | - | Cmt | - | - |
| 5 | 1.50 to 3.00 m. (334+ 33.4 + 30+3 ) | - | Cmt | - | - |
| 6 | 3.00 to 4.50 m. (334+ 33.4+ 60+6 ) | - | Cmt | - | - |
| 7 | 4.50 to 6.00 m (334+ 33.4+ 90+9 ) | - | Cmt | - | - |
| 8 | 6.00 to 7.50 m. (334+ 33.4 + 120+12 ) | - | Cmt | - | - |
| 9 | 7.50 to 9.00 m. (334+ 33.4+ 150+ 15 ) | - | Cmt | - | - |
| 10 | 9.00 to 10.50 m (334+ 33.4+ 180+ 18 ) | - | Cmt | - | - |
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