Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹43.0 L+₹1.1 L (2.73%)Admitted-Finance FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Admitted-Finance | |
| 3 | L3₹43.8 L+₹2.0 L (4.71%)Admitted-Finance SHOP NO 106 1ST FLOOR ASHOKA SHOPPING CENTRE LT ROAD MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | L3 | Admitted-Finance | |
| 4 | L4₹44.0 L+₹2.2 L (5.21%)Admitted-Finance MAYURESH BHARAT CHS PLOT NO 170 181 B 09 SECTOR 21 NERUL NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | L4 | Admitted-Finance | |
| 5 | L5₹44.3 L+₹2.5 L (5.86%)Admitted-Finance 203 NIVAAN LAXMI SOCIETY PLOT NO 169 SECTOR 19 KHARGAHAR NAVI MUMBAI 410210 | RAIGAD | MAHARASHTRA | 410210 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.K Enterprises L2 | Sagar Electricals L7 | pk Enterprises L3 | Nexus Infratech L1 | SREE HARITHA ASSOCIATES L6 | ECOBUILD L4 | BALAJI TRADERS L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5 m wide and not n exc 1.5 m depth and getting out in hard dense soil including grading and ramming bottom surface all as specified and directed by Engr-in-Charge for laying pipes and fittings. | 146 | Cum | 419 ₹61,174 | 625 ₹91,250 | 380 ₹55,480 | 360 ₹52,560 Lowest | 609 ₹88,914 | 400 ₹58,400 | 604 ₹88,184 |
| 2.00 | Returning , filling in including spreading, levelling , watering & well ramming in layers n.exc 25cm including making good disturbed surface to original levels complete all as specified. | 124 | CUM | 89 ₹11,036 | 130 ₹16,120 | 125 ₹15,500 | 88 ₹10,912 | 126 ₹15,624 | 80 ₹9,920 Lowest | 134 ₹16,616 |
| 3.00 | Removal of exacavation material to a distance n exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified. | 22 | CUM | 129 ₹2,838 Lowest | 312 ₹6,864 | 250 ₹5,500 | 280 ₹6,160 | 304 ₹6,688 | 295 ₹6,490 | 307 ₹6,754 |
| 4.00 | Supplying, laying, testing and commissioning, ductile iron pipe (DI Pipe) (ISI marked IS No 8329:2000), laying above the ground of nominal diameter (DN) 200 mm, class K -9, with internal cement mortar lining and external bitumen coating with flanged at both the ends with & including all jointing material and painting with two coats of synthetic enamel paint (post office red colour) including removing the old pipe, any type complete all as specified and directed. | 250 | RM | 3,999 ₹9,99,750 | 4,160 ₹10,40,000 | 3,700 ₹9,25,000 Lowest | 3,900 ₹9,75,000 | 4,150 ₹10,37,500 | 4,180 ₹10,45,000 | 3,962 ₹9,90,500 |
| 5.00 | All as per ser item no 4 hear in before but size 150 mm Bore | 170 | RM | 2,999 ₹5,09,830 | 3,550 ₹6,03,500 | 3,444 ₹5,85,480 | 2,400 ₹4,08,000 Lowest | 3,461 ₹5,88,370 | 2,940 ₹4,99,800 | 3,383 ₹5,75,110 |
| 6.00 | All as per ser item no 4 hear in before but size 100 mm Bore | 142 | RM | 2,319 ₹3,29,298 | 3,200 ₹4,54,400 | 2,708 ₹3,84,536 | 2,000 ₹2,84,000 Lowest | 3,120 ₹4,43,040 | 2,350 ₹3,33,700 | 3,050 ₹4,33,100 |
| 7.00 | Supply and Fix in repair or replacement and commissioning of MS ERW pipe class 'B' in standard length conforming to IS 1239 part -I (ISI Marked) duly painted with two coats synthetic enamel paint of first quality over coat of primer for 150 mm bore all as specified and as directed. | 18 | RM | 1,999 ₹35,982 | 2,000 ₹36,000 | 1,818 ₹32,724 | 1,599 ₹28,782 Lowest | 1,950 ₹35,100 | 2,220 ₹39,960 | 1,910 ₹34,380 |
| 8.00 | Supply and Fix in repair or replacement and commissioning of MS ERW pipe class 'B' in standard length conforming to IS 1239 part -I (ISI Marked) duly painted with two coats synthetic enamel paint of first quality over coat of primer for 100 mm bore all as specified and as directed. | 35 | RM | 1,309 ₹45,815 | 1,300 ₹45,500 | 1,193 ₹41,755 Lowest | 1,200 ₹42,000 | 1,267 ₹44,345 | 1,498 ₹52,430 | 1,245 ₹43,575 |
| 9.00 | Supplying, laying, testing and commissioning MS ERW pipe, 80mm bore class 'B' in standard length conforming to IS 1239 part -I (ISI Marked) with & including all jointing material and painting with two coats of synthetic enamel paint (post office red colour) over a coat of red oxide primer including removing the old pipe, any type complete all as specified and directed. | 28 | RM | 909 ₹25,452 | 976 ₹27,328 | 883 ₹24,724 Lowest | 900 ₹25,200 | 951 ₹26,628 | 1,100 ₹30,800 | 938 ₹26,264 |
| 10.00 | Supply, laying, jointing DI fittings (DI Specials) conforming to IS 9523 such as bends, caps, collars, Tees, Tail piece, Elbows, Tapers and Reducers etc complete all as per site requirement.
Note:- The DI specials shall be of minimum class K-9 and from same manufacturer as of DI pipe. | 450 | Kg | 179 ₹80,550 | 180 ₹81,000 | 156 ₹70,200 Lowest | 301 ₹1,35,450 | 175 ₹78,750 | 350 ₹1,57,500 | 181 ₹81,450 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
23 Jun 2026, 6:00 pmClosed
CWE Karanja
CWE Karanja Naval Station Karanja Uran, Navi Mumbai - 400 704
REPAIR REPLACEMENT OF FIRE FIGHTING PIPE LINE FIRE HYDRANTS HOSE REEL HOSE BOX NOZZIES AND OTHER CONNECTED ITEMS AT EXPLOSIVE AND NON EXPLOSIVE AREA OF NAD INS ABHIMANYU CHUKAR SQN AT NAVAL STATION KARANJA
2026_MES_769134_1
84537-K/E8
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Naval Station Karanja
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE NW Karanja
₹90,000
9 Jul 2026
2 Jun 2026
25 Jun 2026
2 Jun 2026
23 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr depth and getting out in soft/loose soil complete all as specified and directed. | 157 | Cum | - | - |
| 2 | Excavation in trenches exc 1.5 mtr wide and not exc 3.0 mtr depth and getting out in soft/loose soil complete all as specified and directed. | 16 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm complete all as specified & directed. | 16 | Cum | - | - |
| 4 | Removing excavated materials to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the Starting point all as specified and directed . | 141 | Cum | - | - |
| 5 | Supply and fixing 1.5 SQMM FRLSH PVC insulated three core unsheathed industrial multistrand cable with flame retardent low smoke (FRLSH) properties with flexible bright annealed bare copper conductor for voltage grade upto 1100 V confirming to IS-694:2010 all as specified and directed. | 850 | RM | - | - |
| 6 | Supply and fixing 2.5 SQMM FRLSH PVC insulated three core unsheathed industrial multistrand cable with flame retardent low smoke (FRLSH) properties with flexible bright annealed bare copper conductor for voltage grade upto 1100 V confirming to IS-694:2010 all as specified and directed. | 950 | RM | - | - |
| 7 | Supply and fix, erection of steel tubular swaged pole 410 SP 22, 8.5 Mtr long ,swan neck complete with cast iron base plate, finial Taper plug, bolts, nuts, and screws as specified type conforming to IS 2713 complete including 2 coats of aluminium paint over one coat of red oxide zinc chrome primer on external exposed surfaces and 2 coats of black bituminous paint on portion embedded in concrete in internal surfaces of pole including taking out old pole, complete all as specified and directed. | 125 | Each | - | - |
| 8 | Supply and erection of steel tubular swaged pole 410 SP 22, 8.5 Mtr long complete with cast iron base plate, finial Taper plug, bolts, nuts, and screws as specified type conforming to IS 2713 complete including 2 coats of aluminium paint over one coat of red oxide zinc chrome primer on external exposed surfaces and 2 coats of black bituminous paint on portion embedded in concrete in internal surfaces of pole including taking out old pole, complete all as specified and directed. | 165 | Each | - | - |
| 9 | Material and Labour for PCC 1:3:6 type C2 using (40 mm gradded stone aggregate) as in foundation of pole, mass filling complete all as specified &directed. | 156 | Cum | - | - |
| 10 | Material and Labour for PCC type B-1, 1:2:4 using (20 mm gradded stone aggregate) as in coping, including form work complete all as specified & directed. | 14 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.62 MB
SOC.pdf
Additional Documents • 0.25 MB
BOQ_861339.xls
BOQ • 0.41 MB
Tenderpages.pdf
Tender Documents • 1.39 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 .