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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.6 LAdmitted-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L1 | Admitted-Finance | |
| 2 | L2₹56.6 L+₹6,306 (0.11%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹58.3 L+₹1.7 L (3.04%)Admitted-Finance SHOP NO 12 KHOPKAR APARTMENT KUMBHARAWADA URAN DISTT RAIGAD 400 702 | URAN | RAIGAD | MAHARASHTRA | 400702 | L3 | Admitted-Finance | |
| 4 | L4₹58.9 L+₹2.3 L (4.11%)Admitted-Finance FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L4 | Admitted-Finance | |
| 5 | L5₹60.1 L+₹3.6 L (6.31%)Admitted-Finance 1501 BHAGWATI EMINENCE SAVITRIBAI PHULE MARG BESIDES R R PATIL GARDEN SECTION 13 NERUL E NAVI MUMBAI | RAIGAD | MAHARASHTRA | 400702 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.K Enterprises L4 | Mahadev Enterprises L1 | SREE HARITHA ASSOCIATES L5 | Nexus Infratech L2 | ENJOY L3 | M/S Royal Enterprises L6 | Om Sai Enterprises L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 195 | Cum | 669 ₹1,30,455 | 300 ₹58,500 Lowest | 680 ₹1,32,600 | 648 ₹1,26,360 | 570 ₹1,11,150 | 721 ₹1,40,595 | 735 ₹1,43,325 |
| 2.00 | Returning, filling in soil including, spreading, levelling watering & well ramming in layers n exc 25 cm including making good disturbed surfaces to original levels complete all as specified and as directed. | 178 | Cum | 149 ₹26,522 | 110 ₹19,580 | 135 ₹24,030 | 144 ₹25,632 | 50 ₹8,900 Lowest | 139 ₹24,742 | 145 ₹25,810 |
| 3.00 | Removal of excavated material soil to a distance n exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed | 17 | Cum | 369 ₹6,273 | 130 ₹2,210 Lowest | 340 ₹5,780 | 357 ₹6,069 | 200 ₹3,400 | 350 ₹5,950 | 367 ₹6,239 |
| 4.00 | Material and Labour for Chequered cement concrete tiles 300mmx300mmx25mm thick set jointed and pointed in neat cement slurry in floors with in equal proportions & pigments with red and yellow colour over including 20mm thick screed bed in CM 1:6 including dismantling of existing tiles of any description or thickness complete all as specified and directed | 90 | Sqm | 1,169 ₹1,05,210 | 750 ₹67,500 Lowest | 1,155 ₹1,03,950 | 1,133 ₹1,01,970 | 1,100 ₹99,000 | 1,212 ₹1,09,080 | 1,248 ₹1,12,320 |
| 5.00 | Material and Labour for PCC 1:4:8 type D2, using (40 mm graded agg) , 75mm thick as in sub base of flooring all as specified & directed | 90 | Sqm | 429 ₹38,610 | 450 ₹40,500 | 425 ₹38,250 | 416 ₹37,440 | 415 ₹37,350 Lowest | 437 ₹39,330 | 458 ₹41,220 |
| 6.00 | Material and Labour for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around tile complete all as specified and directed. | 0.5 | Cum | 8,289 ₹4,144.5 | 6,000 ₹3,000 Lowest | 8,310 ₹4,155 | 8,040 ₹4,020 | 6,000 ₹3,000 Lowest | 8,559 ₹4,279.5 | 8,986 ₹4,493 |
| 7.00 | Material and Labour for PCC 1:3:6, type C2 (using 40 mm graded agg) 75 mm thick as in plinth protection without using extra cement complete all as specified and directed. | 80 | Sqm | 439 ₹35,120 | 500 ₹40,000 | 450 ₹36,000 | 425 ₹34,000 | 400 ₹32,000 Lowest | 463 ₹37,040 | 486 ₹38,880 |
| 8.00 | Taking out cast iron water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead for the following:-
(a) 300 mm bore
Note :- Excavation and earth work required shall be measured and paid separately under relevant items. | 230 | RM | 169 ₹38,870 | 155 ₹35,650 | 180 ₹41,400 | 163 ₹37,490 | 100 ₹23,000 Lowest | 185 ₹42,550 | 194 ₹44,620 |
| 9.00 | (b) 250 mm bore | 45 | RM | 169 ₹7,605 | 135 ₹6,075 | 155 ₹6,975 | 163 ₹7,335 | 75 ₹3,375 Lowest | 159 ₹7,155 | 166 ₹7,470 |
| 10.00 | (c) 200 mm bore | 90 | RM | 129 ₹11,610 | 115 ₹10,350 | 125 ₹11,250 | 125 ₹11,250 | 70 ₹6,300 Lowest | 128 ₹11,520 | 134 ₹12,060 |
Tender Value
₹60 L
EMD Value
₹1.1 L
Closing Date
6 Jul 2026, 6:00 pmClosed
CWE Karanja
CWE Karanja Naval Station Karanja, Uran, Navi Mumbai 400704
REPAIR REPLACEMENT AND IMPROVEMENT OF EXTERNAL WATER SUPPLY PUMPING PIPE LINE RISING MAIN INCLUDING AIR RELIFE VALVE SLUICE VALVE NRV AND OTHER CONNECTED ITEMS AT NAVAL STATION KARANJA
2026_MES_770454_1
84547-K/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
Naval Station Karanja
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
GE NW Karanja
₹1.1 L
Yes
17 Jul 2026
8 Jun 2026
8 Jul 2026
8 Jun 2026
6 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 195 | Cum | - | - |
| 2 | Returning, filling in soil including, spreading, levelling watering & well ramming in layers n exc 25 cm including making good disturbed surfaces to original levels complete all as specified and as directed. | 178 | Cum | - | - |
| 3 | Removal of excavated material soil to a distance n exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed | 17 | Cum | - | - |
| 4 | Material and Labour for Chequered cement concrete tiles 300mmx300mmx25mm thick set jointed and pointed in neat cement slurry in floors with in equal proportions & pigments with red and yellow colour over including 20mm thick screed bed in CM 1:6 including dismantling of existing tiles of any description or thickness complete all as specified and directed | 90 | Sqm | - | - |
| 5 | Material and Labour for PCC 1:4:8 type D2, using (40 mm graded agg) , 75mm thick as in sub base of flooring all as specified & directed | 90 | Sqm | - | - |
| 6 | Material and Labour for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around tile complete all as specified and directed. | 0.5 | Cum | - | - |
| 7 | Material and Labour for PCC 1:3:6, type C2 (using 40 mm graded agg) 75 mm thick as in plinth protection without using extra cement complete all as specified and directed. | 80 | Sqm | - | - |
| 8 | Taking out cast iron water mains (including all fittings) with spigot and socket ends and lead joints including burning out joints and recovering lead for the following:-
(a) 300 mm bore
Note :- Excavation and earth work required shall be measured and paid separately under relevant items. | 230 | RM | - | - |
| 9 | (b) 250 mm bore | 45 | RM | - | - |
| 10 | (c) 200 mm bore | 90 | RM | - | - |
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