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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.8 LAdmitted-Finance VITHAL BUNGLOW JIJAMATANAGAR KURKUMBH ROAD TAL DAUND PUNE 413 801 | PUNE | MAHARASHTRA | 413801 | L1 | Admitted-Finance | |
| 2 | L2₹44.9 L+₹3.2 L (7.62%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹49.9 L+₹8.2 L (19.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical The residual work in hand is more than five times the present tendering limit. |
| Sl No | Description | Qty | Unit | MAHESH VILASRAO DESHMUKH L1 | DARSHAN ENTERPRISES L3 | Manak landmarks L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 1,320 | Sqm | 100 ₹1,32,000 | 100 ₹1,32,000 | 29 ₹38,280 Lowest |
| 2.00 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick (compacted thickness), watered and rammed to a true surface by mechanical means. | 162 | Cum | 2,000 ₹3,24,000 | 2,200 ₹3,56,400 | 1,300 ₹2,10,600 Lowest |
| 3.00 | M&L for providing 75mm thick cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in sub-floors, sub-bases etc complete all as specified. | 1,320 | Sqm | 375 ₹4,95,000 | 300 ₹3,96,000 | 285 ₹3,76,200 Lowest |
| 4.00 | M&L for 150mm thick, cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge | 198 | Cum | 6,000 ₹11,88,000 Lowest | 9,000 ₹17,82,000 | 8,900 ₹17,62,200 |
| 5.00 | Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed. | 46.9 | 10 RM | 706.6 ₹33,139.54 | 2,500 ₹1,17,250 | 650 ₹30,485 Lowest |
| 6.00 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade 'B' complete all as specified and directed. | 13.2 | 10 RM | 608.7 ₹8,034.84 | 1,200 ₹15,840 | 600 ₹7,920 Lowest |
| 7.00 | Forming construction joints 30mm deep x 10mm wide primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed. | 20 | 10 RM | 335.9 ₹6,718 Lowest | 1,500 ₹30,000 | 350 ₹7,000 |
| 8.00 | Finishing surface of concrete roads pavements, by brooming complete all as specified and directed. | 132 | 10 Sqm | 200 ₹26,400 Lowest | 200 ₹26,400 Lowest | 200 ₹26,400 Lowest |
| 9.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in hard/dense soil. | 105.6 | Cum | 350 ₹36,960 | 300 ₹31,680 Lowest | 325 ₹34,320 |
| 10.00 | M & L PCC (1:4:8) type D-2 (Using 40 mm graded stone agg.) as in foundation, filling and mass concrete. | 10.56 | Cum | 4,000 ₹42,240 Lowest | 4,000 ₹42,240 Lowest | 4,500 ₹47,520 |
Tender Value
₹48.0 L
EMD Value
₹96,100
Closing Date
19 Sept 2026, 6:00 pmClosed
Shri Gaurav Tiwari, IDSE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
PROVN OF HARDSTANDING AND STROM DRAIN WITH GRATING AT MAIN GATE AREA AT INS SHIVAJI LONAVLA
2026_MES_785405_1
GE/LONAVLA/8483/E8
Open Tender
Civil Works
Item Rate
180 days
GE (I) (NAVY) LONAVLA
Scanned Copy of APPLICATION Scanned Copy DEMAND DRAFT Scanned Copy of EPF REGISTRATION Scanned Copy ENLISTMENT LETTER Scanned Copy of GST REGISTRATION
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
₹96,100
Yes
5 Oct 2026
20 Aug 2026
21 Sept 2026
20 Aug 2026
19 Sept 2026
5 Sept 2026
20 Aug 2026 - 3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 1,320 | Sqm | - | - |
| - | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick (compacted thickness), watered and rammed to a true surface by mechanical means. | 162 | Cum | 1 | ₹162 |
| 3 | M&L for providing 75mm thick cement concrete type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in sub-floors, sub-bases etc complete all as specified. | 1,320 | Sqm | 2 | ₹2,640 |
| 4 | M&L for 150mm thick, cement concrete work in pavement/hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer-in-Charge | 198 | Cum | 3 | ₹594 |
| 5 | Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed. | 46.9 | 10 RM | 4 | ₹187.6 |
| 6 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade 'B' complete all as specified and directed. | 13.2 | 10 RM | 5 | ₹66 |
| 7 | Forming construction joints 30mm deep x 10mm wide primed and sealed with sealing compound, Grade ‘A’ complete all as specified and directed. | 20 | 10 RM | 6 | ₹120 |
| 8 | Finishing surface of concrete roads pavements, by brooming complete all as specified and directed. | 132 | 10 Sqm | 7 | ₹924 |
| 9 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on plan and n.exc 1.5 in depth and getting out in hard/dense soil. | 105.6 | Cum | 8 | ₹844.8 |
| 10 | M & L PCC (1:4:8) type D-2 (Using 40 mm graded stone agg.) as in foundation, filling and mass concrete. | 10.56 | Cum | 9 | ₹95.04 |
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