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Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
17 Sept 2026, 6:00 pm2d left
CWE KARANJA
CWE KARANJA Naval Station Karanja Uran. Navi Mumbai - 400 704
PROVISION OF UG SUMP AND PUMP HOUSE FOR DEFICIENT SAILORS MARRIED ACCOMMODATION 464 DUS AT COLABA, MUMBAI
2026_MES_770280_2
84531-K/E8
Open Tender
Civil Works
Item Rate
120 days
NAVAL STATION KARANJA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (P) No 1 (NW) Mumbai
₹2.3 L
17 Sept 2026
27 Aug 2026
19 Sept 2026
27 Aug 2026
17 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and Labour for Surface Excavation n.exc 30 cm deep and averaging15 cm in deep and getting out in hard and dence/ In any type soil complete all as specified as per SSR part 1and directed . | 600 | Sqm | - | - |
| 2 | Material and Labour for excavation by mechanical means(hydraulic excavator) Excavation Over area n exc 1.5 m in depth for foundation and getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m in all kind of soil complete all as specified as per SSR part 1 and directed by engineer -in -charge. . | 500 | Cum | - | - |
| 3 | Material and Labour for excavation by mechanical means(hydraulic excavator) Excavation Over area exc 1.5 m and n exc 3 m in depth for foundation and getting out and disposal of excavated earth lead up to 50m and each additional 1.5m or part there of in depth beyond the first 1.5m in all kind of soil complete all as specified as per SSR part 1 and directed by engineer -in -charge. | 300 | Cum | - | - |
| 4 | Material and Labour for excavation by mechanical means(hydraulic excavator) Excavation Over area exc 3 m and n exc 4.5 m in depth for foundation and getting out and disposal of excavated earth lead up to 50m and each additional 1.5m or part there of in depth beyond the first 1.5m in all kind of soil complete all as specified as per SSR part 1 and directed by engineer -in -charge. | 3 | Cum | - | - |
| 5 | Material and Labour for (M-15) PCC 1:2:4 type B2 using 40mm graded stone aggregate as in foundation filling and mass concrete reffer drawing and complete all as specified as per SSR part 1 and directed. | 37 | Cum | - | - |
| 6 | Material and Labour for PCC 1:3:6 type B2 using 40mm graded stone aggregate as in foundation filling and mass concrete for dwarf wall complete all as specified as per SSR part 1 and directed. | 0.6 | Cum | - | - |
| 7 | Material and Labour RCC- M-35 (Design Mix) using 20mm graded aggregate for Foundation,Plinth beam ,Including rafts as Mass Concrete complete all as specified as per SSR part 1 and directed . | 235 | Cum | - | - |
| 8 | Material and Labour RCC- M-35 (Design Mix) using 20mm graded aggregate for Column complete all as specified as per SSR part 1 and directed . | 20 | Cum | - | - |
| 9 | Material and Labour RCC- M-35 (Design Mix) using 20mm graded aggregate for Wall complete all as specified as per SSR part 1 and directed . | 165 | Cum | - | - |
| 10 | Material and Labour RCC- M-35 (Design Mix) using 20mm graded aggregate for Beam complete all as specified as per SSR part 1 and directed . | 30 | Cum | - | - |
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details.html
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Tendernotice_1.pdf
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Tender84531.pdf
Tender Documents • 1.60 MB
drawings.pdf
Additional Documents • 11.26 MB
scan0001.pdf
Additional Documents • 0.23 MB
scan0002.pdf
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scan0003.pdf
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scan0004.pdf
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scan0005.pdf
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scan0006.pdf
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scan0007.pdf
Additional Documents • 1.96 MB
scan0008.pdf
Additional Documents • 2.63 MB
scan0009.pdf
Additional Documents • 3.44 MB
scan0010.pdf
Additional Documents • 2.42 MB
BOQ_881376.xls
BOQ • 0.46 MB
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