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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-Finance | ₹11.0 L | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹11.2 L+₹21,989.26 (2.00%)Accepted-Finance | ₹11.2 L+₹21,989.26 (2.00%) | L2 | Accepted-Finance 2ND LOWEST |
| 3 | L3₹11.4 L+₹43,978.53 (4.00%)Accepted-Finance | ₹11.4 L+₹43,978.53 (4.00%) | L3 | Accepted-Finance 3RD LOWEST |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
Closing Date
30 Jun 2026, 3:05 pmClosed
SIRPANCH ULE TALUKA SOUTH SOLAPUR DIST SOLAPUR
ULE TALUKA SOUTH SOLAPUR DIST SOLAPUR
Construction of Under Ground gutter at ule indira nagar village ule tal south solapur dist solapur
2026_SOLAP_1310615_1
GP/ULE/2025-26/35/23/06/2026
Open Tender
Civil Works
Percentage
ULE TALUKA SOUTH SOLAPUR DIST SOLAPUR
AS PER NIT
3 documents required · 3 mandatory
₹100
Yes
Exempted
6 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 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 | Excavation For Foundation In Earth, Soil Of All Types, Sand, Graval And SoftMurum, Including Removing The Excavated Material Up To A Distance Of 50M.Beyond The Building Area & Stacking And Spreding As Directed, Dewatering, Preparing The Bed For The Foundation And Necessary Back Filling, Remming, Watering Including Shoring And Strutting Etc. Complete. ( Lift Up To 1.5 M. ) | 1 | cum | 165 | ₹165 |
| 2 | Excavation For Foundation In Hard Murum Including Removing The Excavated Materials Upto Distance Of 50 Metres Beyond The Building Area And StackingAnd Spreading As Directed, Dewatering, Preparing The Bed For The FoundationAnd Necessary Back Filling, Ramming, Watering Including Shoring And Strutting Etc. Complete. (Lift Upto 1.50 M)By Manual Means | - | cum | 187 | - |
| 3 | Excavation For Foundation / Pipe Trenches In Soft Rock And Old Cement And Lime Masonry Foundation Asphalt Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below, Stacking As Directed By Engineer-In-Charge, Normal Dewatering, Preparing The Bed For Foundation And Excluding Backfilling, Etc. Complete. (Bd-A-4/259) | 1 | cum | 629 | ₹629 |
| 4 | Filling In Plinth And Floors Murum Bedding In Trenches With Approved Murum From Excavated Materials From Foundation In 15Cm To 20Cm Layers Including Watering And Compaction, Etc, Complete.(Bd-A-10/263) | 1 | cum | 92 | ₹92 |
| 5 | Providing And Laying In Situ, M-15 Of Trap/Granite/ Quartzite/ Gneiss Metal For Foundation And Bedding Including Bailing Out Water, Formwork, Compacting And Curing . Comp. | - | cum | 6,240.89 | - |
| 6 | Class NP ii ( for 2.0 m lenth) 200 mm Dia | - | cum | 417 | - |
| 7 | Class NP ii ( for 2.0 m lenth) 300 mm Dia | - | cum | 650 | - |
| 8 | Class NP ii ( for 2.5 m lenth) 450 mm Dia | - | cum | 1,232 | - |
| 9 | Class NP ii ( for 2.0 m lenth) 200 mm Dia | - | rmt | 144 | - |
| 10 | Class NP ii ( for 2.0 m lenth) 300 mm Dia | - | rmt | 228 | - |
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