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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 LAccepted-AOC GARDEN AVENUE PLOT NO 242 243 244 RH 4 SECTOR 21 NERUL NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L1 | Accepted-AOC L1 Rate Satisfactory | |
| 2 | L2₹39.9 L+₹1.2 L (2.98%)Rejected-Finance | L2 | Rejected-Finance Greater Than L1 | |
| 3 | L3₹46.3 L+₹7.5 L (19.3%)Rejected-Finance 503 GIRIRAJ HEIGHT VAITY WADI L B S MARG NEAR HARINIWAS CIRCLE THANE 400 602 | THANE | MAHARASHTRA | 400602 | L3 | Rejected-Finance Greater Than L1 | |
| 4 | L4₹55.5 L+₹16.7 L (43.1%)Rejected-Finance VITHAL BUNGLOW JIJAMATANAGAR KURKUMBH ROAD TAL DAUND PUNE 413 801 | PUNE | MAHARASHTRA | 413801 | L4 | Rejected-Finance Greater Than L1 |
| Sl No | Description | Qty | Unit | M/s S.D Construction Co L1 | United Engineers and Contractors L3 | KARPE AND SONS CONSTRUCTION L2 | MAHESH VILASRAO DESHMUKH L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil | 500 | Sqm | 32 ₹16,000 Lowest | 100 ₹50,000 | 90 ₹45,000 | 250 ₹1,25,000 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 1.00 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in hard/dense soil | 40 | Each | 400 ₹16,000 | 450 ₹18,000 | 150 ₹6,000 Lowest | 300 ₹12,000 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil | 50 | Cum | 300 ₹15,000 | 500 ₹25,000 | 200 ₹10,000 Lowest | 450 ₹22,500 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil | 20 | Cum | 400 ₹8,000 | 800 ₹16,000 | 300 ₹6,000 Lowest | 675 ₹13,500 |
| 5.00 | M&L Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick, watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base. | 80 | Cum | 400 ₹32,000 | 200 ₹16,000 Lowest | 300 ₹24,000 | 1,000 ₹80,000 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm of hard/dense soil. | 50 | Cum | 50 ₹2,500 Lowest | 165 ₹8,250 | 200 ₹10,000 | 250 ₹12,500 |
| 7.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point. | 200 | Cum | 120 ₹24,000 Lowest | 380 ₹76,000 | 200 ₹40,000 | 300 ₹60,000 |
| 8.00 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface | 30 | Cum | 750 ₹22,500 Lowest | 2,500 ₹75,000 | 900 ₹27,000 | 2,300 ₹69,000 |
| 9.00 | M & L PCC (1:4:8) type D-2 (Using 40 mm graded stone agg.) as in foundation, filling and mass concrete. | 25 | Cum | 3,500 ₹87,500 Lowest | 6,500 ₹1,62,500 | 3,700 ₹92,500 | 7,000 ₹1,75,000 |
| 10.00 | M&L M-25 (Design Mix) (using 20mm graded stone agg) as in foundation, filling in floor, Column and Plinth beam including formwork all as specified and as directed. | 20 | Cum | 11,000 ₹2,20,000 | 9,000 ₹1,80,000 | 5,000 ₹1,00,000 Lowest | 14,000 ₹2,80,000 |
Tender Value
₹48.4 L
EMD Value
₹97,000
Closing Date
2 Jul 2025, 6:00 pmClosed
Shri Gaurav Tiwari, IDSE, EE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
PROVISION OF OBSTACLE COURSE FOR TRAINEE SAILORS AND SPECIAL REPAIRS TO FLOORING OF BLD NO P349 VIKRANT BLOCK AT INS SHIVAJI LONAVLA
2025_MES_710600_1
GE/LONAVLA/8313/E8
Open Tender
Civil Works
Item Rate
225 days
GE (I) (NAVY) LONAVLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
₹97,000
Yes
8 Nov 2025
27 May 2025
4 Jul 2025
27 May 2025
2 Jul 2025
11 Jun 2025
27 May 2025 - 10 Jun 2025
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