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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-Finance | ₹28.1 L | L1 | Accepted-Finance Accept |
| 2 | L2₹28.3 L+₹26,373.84 (0.94%)Accepted-Finance | ₹28.3 L+₹26,373.84 (0.94%) | L2 | Accepted-Finance Accept |
| 3 | L3₹28.4 L+₹32,716.91 (1.17%)Accepted-Finance | ₹28.4 L+₹32,716.91 (1.17%) | L3 | Accepted-Finance Accept |
| 4 | L4₹30.0 L+₹2.0 L (7.09%)Accepted-Finance | ₹30.0 L+₹2.0 L (7.09%) | L4 | Accepted-Finance Accept |
| 5 | L5₹30.4 L+₹2.3 L (8.27%)Accepted-Finance | ₹30.4 L+₹2.3 L (8.27%) | L5 | Accepted-Finance Accept |
Tender Value
Refer Docs
EMD Value
₹39,325
Closing Date
27 May 2026, 5:00 pmClosed
Executive Engineer RWS ZP Ratnagir
Dr.Babasaheb Ambedkar Bhawan Malnaka Ratnagiri
Constructing Cement Nalla Bandhara At Kuduk khu. 1 tal. Mandangad. Dist- Ratnagiri.
2026_RATNA_1303397_4
RWSD E TENDER/14/OPEN/26-27
Open Tender
Civil Works - Water Works
Percentage
90 days
mandanagad
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,000
₹39,325
Yes
17 Aug 2026
15 May 2026
29 May 2026
15 May 2026
27 May 2026
15 May 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 in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. For 16 to 250 m Lead | 337.5 | Cmt | 53.65 | ₹18,106.88 |
| 2 | Item no 2 - Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed & sides to required level and profile etc. complete with leads as below and all lifts as directed. For 16 to 250 m Lead | 105.19 | Cmt | 83.2 | ₹8,751.81 |
| 3 | Item no 3 - Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. For 16 to 250 m Lead | 103.87 | Cmt | 553.3 | ₹57,471.27 |
| 4 | Item no 4 -Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works | 369.57 | Cmt | 5,972.4 | ₹22,07,219.87 |
| 5 | Item no 5- Providing & laying in position TMT bars Reinforcement including cutting, bending binding including cost of reinforcement binding wires etc. complete with a lead of 50m lift of 1.50m. | 4.21 | Tmt | 76,617.95 | ₹3,22,561.57 |
| 6 | Item no - 6 Providing and fixing anchor bar of 32 mm diameter 4.32 m length with resin bond cement capsule anchorage through shaft including drilling holes, inserting grout capsule, driving anchor, cost of all materials, machinery, labour, ventilation, lighting,drainage and other ancillary operations etc complete with all lifts as Directed. | 69 | Rmt | 4,008.9 | ₹2,76,614.1 |
| 7 | Item no 7 -Providing hearting embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, of all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95% or as stipulated using vibratory compactor etc. complete with lead upto 1 km for watering and 6.00m lift. | 1 | Cmt | - | - |
| 8 | Item no 8 -Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, of all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95% or as stipulated using vibratory compactor etc. complete with lead upto 1 km for watering and 6.00m lift. | 1 | Cmt | - | - |
| 9 | Item no - 9 Providing and laying dry stone rubble masonry excluding pointing royalty of material. | 1 | Cmt | - | - |
| 10 | Item no 10 - Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc. complete with a lead upto 50 m & all lifts excluding royalty of material. | 1 | sqm | - | - |
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