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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-Finance | ₹16.3 L | L1 | Accepted-Finance financially Accepted |
| 2 | L2₹16.8 L+₹46,558.62 (2.85%)Accepted-Finance | ₹16.8 L+₹46,558.62 (2.85%) | L2 | Accepted-Finance financially Accepted |
| 3 | L3₹17.0 L+₹65,345.43 (4.00%)Accepted-Finance | ₹17.0 L+₹65,345.43 (4.00%) | L3 | Accepted-Finance financially Accepted |
Tender Value
₹16.3 L
EMD Value
₹20,000
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer Works Department ZP Ratnagiri
Dr.Babasaheb Ambedkar Bhavan Ground Floor Executive Engineer Works Department Ratnagiri ZP Ratnagiri.
Construction of Causeway At Sadye Chavhanwadi, Tal. Rajapur, For the Year 2025 26.
2026_RATNA_1296334_2
RZP/WD-Ratnagiri/E-Ten Un EMP ENGR-02/2026-27
Open Tender
Civil Works - Bridges
Percentage
180 days
Rajapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹20,000
25 Jun 2026
20 Apr 2026
6 May 2026
20 Apr 2026
4 May 2026
20 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 | Item No. 1 :- Excavation for Foundation in Earth, Soils of all types, Sand, Gravel, Soft Murum including Shoring & Strutting as necessary & disposing off excavated stuff as directed etc. complete. | - | Cmt | - | - |
| 2 | Item No. 2 :- Excavation for Foundation in Hard Rock by Chiselling & Wedging or Line Drilling including Shoring & Strutting as necessary & disposing off excavated stuff as directed etc. complete. (Excluding Dewatering) | - | Cmt | - | - |
| 3 | Item No. 3:- Dewatering on BHP basis by using Water Pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation & other parts of the the works & pumping out water during & after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | - | Hour | - | - |
| 4 | Item No. 4 :- Providing & Fixing 25 mm Diameter Steel Anchor Dowel in Hard Rock including drilling hole of 32 mm diameter up to 0.75 mtrs Depth, placing the dowel in position & effectively grouting the hole with C. M. 1:1 proportion etc. complete. | - | M.T. | - | - |
| 5 | Item No. 5 :- Providing & Laying in Situ / Ready Mix Cement Concrete of M - 10 proportion with Trap / granite / quartzite / gneiss Metal in Foundation including necessary Form Work, Compacting & Curing etc. complete. (with Reversible Drum Type Mixer / Concrete Batch Mix Plant (Pan Mixer) with SCADA with Natural / VSI Standard Artificial Sand) | - | Cmt | - | - |
| 6 | Item No. 6 :- Providing & Cast in Situ / Ready Mix M - 20 Grade Cement Concrete for Head Walls of C. D. Work / Retaining Walls etc. including necessary Form Work, Compacting, Finishing & Curing etc. complete. (with Reversible Drum Type Mixer / Concrete Batch Mix Plant (Pan Mixer) with SCADA with Natural / VSI Standard Artificial Sand) | - | Cmt | - | - |
| 7 | Item No. 7 :- Providing & Laying Cement Concrete Pipe of IS 458 -2003, NP - 2 Class of 1200 mm Diameter in Proper Line, Level & Slope including providing & fixing Collars in Cement Mortar 1:2 & Curing etc. complete. | - | Rmt | - | - |
| 8 | 900 mm Pipe | - | Smt | - | - |
| 9 | Item No. 8 :- Providing & Laying in Situ / Ready Mix M - 20 Grade Cement Concrete of Trap / granite / quartzite / gniess Metal for Wearing Course 8 cm. Thick including Compacting, Finishing, Curing & Filling in Joints with Bitumen etc. complete. (with Fully Automatic Micro Processor Based PLC with SCADA enabled Batch Mix Plant / Pan Mixer with Natural / VSI Standard Artificial Sand) | - | M.T. | - | - |
| 10 | Item No. 9 :- Providing Cutting, Bending, Hooking, Tying & Laying in Position TMT - FE - 500 Steel Bars for Reinforcement for all R.C.C. Works as per Detailed Drawings etc. complete. | - | Cmt | - | - |
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