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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.0 CrAccepted-AOC B 5 GAURI NAGAR VIDYANAGAR ALIBAG 402 201 | ALIBAG | RAIGAD | MAHARASHTRA | 402201 | ₹1.0 Cr | 1 | Accepted-AOC Ms Wave Front Construction has been technically and financially qualified. Hence tender awarded to Ms Wave Front Construction. |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance 102 HILL VIEW APARTMENT TIDKE COLONY NASHIK 422 002 | MUMBAI | RAIGAD | MAHARASHTRA | 422002 | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
20 Mar 2026, 3:00 pmClosed
Managing Director
3rd floor, NKM International house, Babubhai M. Chinai marg, Mumbai- 400020.
Retender for Construction of Jetty and Solar High Mast for Fishermen at Redi Tal. Vengurla, Dist. Sindhudurg
2026_MFDCM_1286644_1
MFDC/ENGG./REDI/23/2025-26
Open Tender
Agricultural or Forestry
Percentage
365 days
Redi Tal. Vengurla, Dist. Sindhudurg
As per tender documents
2 documents required · 2 mandatory
₹1,180
₹1.1 L
15 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 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, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Manual Means) (Lift up to 1.50 metre) | 375 | Cum | 262.9 | ₹98,587.5 |
| 2 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means ) 1.50m to 3.00m lift | 125 | Cum | 289.19 | ₹36,148.75 |
| 3 | Providing rubble filling of trap stones of approved quality in foundation including hand packing filling gravel of sand in the voids etc. complete. (Lead 50 m) under tidal condition. | 75 | Cum | 3,429.4 | ₹2,57,205 |
| 4 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete | 774.38 | Cum | 2,820 | ₹21,83,751.6 |
| 5 | Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 37.5 | Cum | 9,269.6 | ₹3,47,610 |
| 6 | Providing and laying in situ M-25 cement concrete of trap / granite / quartzite / gneiss metal with 15% plum of trap stones for retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete. | 674.06 | Cum | 9,179.3 | ₹61,87,398.96 |
| 7 | Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | 37.5 | Cum | 9,407.3 | ₹3,52,773.75 |
| 8 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by theEngineer-in-charge. | 131.25 | Cum | 818 | ₹1,07,362.5 |
| - | SOLAR BASED HIGH MAST | - | - | - | - |
| 9 | Supply, installation, testing and commissioning of a 6-meter solar high mast with 5 years of CMC, as per the specifications approved and directed by the Engineer-in-Charge. | 4 | Nos | 3,16,895.7 | ₹12,67,582.8 |
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