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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | ₹21.0 L | L1 | Accepted-AOC L1 quoted rates are satisfactory |
| 2 | L2₹21.3 LRejected-Finance FLAT NO B 205 S NO 296 2 DIVINE HOMES PORWAL ROAD LOHEGAON PUNE 411047 | PUNE | MAHARASHTRA | 411047 | ₹21.3 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹21.9 LRejected-Finance | ₹21.9 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹24.6 LRejected-Finance FLAT NO 401 TULSANI HEIGHTS 4TH FLOOR GREEN PARK SOCIETY AKURDI GURUDWARA TO WALHEKAR WADI ROAD CHINCHWAD PUNE 411033 | PUNE | MAHARASHTRA | 411033 | ₹24.6 L | L4 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | M/S VEDHANT ASSOCIATES L3 | SHAILENDRA B TULSANI L4 | Manak landmarks L1 | BSK Construction L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the hard rock (Disintegrated Rocks) w/o blasting and disposal of surplus excavated material as directed, within a lead of 50 m, complete all as specified. | 369.09 | Cum | 1,000 ₹3.7 L | 1,880 ₹6.9 L | 850 ₹3.1 L | 300 ₹1.1 L |
| 2.00 | Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in disintegrated/hard rock complete all as specified | 33.6 | Cum | 1,300 ₹43,680 | 2,400 ₹80,640 | 1,250 ₹42,000 | 400 ₹13,440 |
| 3.00 | Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in disintegrated rock etc complete all as specified and as directed by Engineer-in-Charge. | 232.34 | Cum | 150 ₹34,851 | 150 ₹34,851 | 100 ₹23,234 | 150 ₹34,851 |
| 4.00 | Removing excavated material n.exc 50m and depositing where directed as in soil complete all as specified and as directed by Engineer-in-Charge. | 150 | Cum | 240 ₹36,000 | 250 ₹37,500 | 100 ₹15,000 | 250 ₹37,500 |
| 5.00 | Removing excavated material exc 250m but n.exc 500m and depositing where directed as in disintegrated/hard rock complete all as specified and as directed by Engineer-in-Charge. | 252.69 | Cum | 350 ₹88,441.50 | 350 ₹88,441.50 | 150 ₹37,903.50 | 250 ₹63,172.50 |
| 6.00 | M&L for plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in sub base complete all as specified and as directed by Engineer-in-Charge. | 4.31 | Cum | 5,400 ₹23,274 | 4,400 ₹18,964 | 5,000 ₹21,550 | 8,500 ₹36,635 |
| 7.00 | M&L Pre-cast cement concrete 1:3:6 type C-1 using 20mm graded aggregates block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6) complete all as specifed and directed by Engineer-in-Charge. | 86.18 | Cum | 7,034 ₹6.1 L | 4,800 ₹4.1 L | 6,800 ₹5.9 L | 6,500 ₹5.6 L |
| 8.00 | Material and labour for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified. | 4.31 | Cum | 6,500 ₹28,015 | 6,500 ₹28,015 | 7,000 ₹30,170 | 5,000 ₹21,550 |
| 9.00 | Material and labour rendering 15mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces in septic tank and man hole internal finishes the surfaces even and smooth without extra cement coat with using water prrofing compound etc complete all as specified & directed.
(Note :-Supply only water proofing compound will be measured and paid separately) | 229.82 | Sqm | 270 ₹62,051.40 | 330 ₹75,840.60 | 305 ₹70,095.10 | 450 ₹1.0 L |
| 10.00 | Extra for forming fair finished drain or channel upto 300mm girth in cement concerete using extra cement including forms moulds mitred/ stopped ends etc. | 31.92 | RM | 350 ₹11,172 | 360 ₹11,491.20 | 250 ₹7,980 | 250 ₹7,980 |
Updated dates
Tender Value
₹27.5 L
Closing Date
13 Apr 2026, 6:00 pmClosed
Gaurav Tiwari, IDSE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
PROVISION OF EXTERNAL SERVICE WATER SUPPLY AND SEWAGE DISPOSAL FOR MAP PHASE II AT LONAVLA
2026_MES_750274_2
GE/LONAVLA/8413/E8
Open Tender
Civil Works
90 days
GE (I) (NAVY) LONAVLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
Yes
14 May 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
30 Mar 2026
23 Mar 2026 - 28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the hard rock (Disintegrated Rocks) w/o blasting and disposal of surplus excavated material as directed, within a lead of 50 m, complete all as specified. | - | Cum | - | - | |
Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in disintegrated/hard rock complete all as specified | - | Cum | - | - | |
Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in disintegrated rock etc complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
Removing excavated material n.exc 50m and depositing where directed as in soil complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
Removing excavated material exc 250m but n.exc 500m and depositing where directed as in disintegrated/hard rock complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
M&L for plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in sub base complete all as specified and as directed by Engineer-in-Charge. | - | Cum | - | - | |
M&L Pre-cast cement concrete 1:3:6 type C-1 using 20mm graded aggregates block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6) complete all as specifed and directed by Engineer-in-Charge. | - | Cum | - | - | |
Material and labour for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified. | - | Cum | - | - | |
Material and labour rendering 15mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces in septic tank and man hole internal finishes the surfaces even and smooth without extra cement coat with using water prrofing compound etc complete all as specified & directed.
(Note :-Supply only water proofing compound will be measured and paid separately) | - | Sqm | - | - | |
Extra for forming fair finished drain or channel upto 300mm girth in cement concerete using extra cement including forms moulds mitred/ stopped ends etc. | - | RM | - | - |
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