Loading
Loading…
Loading…
Tender Value
₹18.0 L
EMD Value
₹35,940
Closing Date
15 Sept 2026, 6:55 pmDue today
LT COL BIJENDER SIDHU
GARRISON ENGINEER NW KUNJALI DR HOMI BHABHA ROAD NAVY NAGAR COLABA MUMBAI 400005
8367 WIDENING OF STROM DRAINAGE LINE DUE TO FREQUENT CHOKE UP OF NDIC AND DOCKYARD DISPENSARY AT ND MUMBAI
2026_MES_786458_1
8367/E8
Open Tender
Civil Works
Item Rate
183 days
GE (NW) KUNJALI
ALL AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE (NW) KUNJALI
₹35,940
Yes
26 Aug 2026
26 Aug 2026
17 Sept 2026
26 Aug 2026
15 Sept 2026
9 Sept 2026
26 Aug 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5 m wide and n exec 1.50m deep in for foundation etc getting out in hard dense soil . | 50 | Cum | - | - |
| 2 | Demolition and breaking up of SWG(salt glazed stone ware) drain pipes 150mm set in cement mortar including demolition of PCC in haunching /benching around pipes required complete all as specified and directed. | 50 | RM | - | - |
| 3 | Demolition and breaking up of SWG(salt glazed stone ware) drain pipes200mm set in cement mortar including demolition of PCC in haunching /benching around pipes required complete all as specified and directed. | 50 | RM | - | - |
| 4 | Demolition and breaking up of SWG(salt glazed stone ware) drain pipes 300mm set in cement mortar including demolition of PCC in haunching /benching around pipes required complete all as specified and directed. | 40 | RM | - | - |
| 5 | Removing excavated materials exc. 1.50 Km but n exc. 15 Km and depositing where directed, in soil outside MD land.(Place shall be find out by contractor). | 20 | Cum | - | - |
| 6 | Returning and filling in including spreading, levelling, watering and well rammed in layers not exec 25 complete all as specified and as directed as in hard/dense soil complete all as specified and as directed | 30 | Cum | - | - |
| 8 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) around 200 as in concrete bed including packing under and haunching against the sides of pips after they are laid and tested complete all as specified and directed | 50 | RM | - | - |
| 9 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) around 300 as in concrete bed including packing under and haunching against the sides of pips after they are laid and tested complete all as specified and directed | 50 | RM | - | - |
| 10 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) around 450 as in concrete bed including packing under and haunching against the sides of pips after they are laid and tested complete all as specified and directed | 40 | RM | - | - |
| 11 | M&L for RCC pipes, class NP2, 200mm dia grade 'A' laid in trenches and jointed complete all as specified and directed. | 50 | RM | - | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.57 MB
8357TENDERDOCUMENTS.pdf
Tender Documents • 1.84 MB
BOQ_881329.xls
BOQ • 2.06 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .