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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹29.1 L+₹1.1 L (3.81%)Rejected-Finance CAMP INS CHILKA CHHATRAGARH PO NB CHILKA ODISHA 752 037 | KHORDHA | ODISHA | 752037 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹29.4 L+₹1.4 L (4.92%)Rejected-Finance AT AMRITPUR PO NB CHILKA VIA BALUGAON DIST KHURDA ODISHA 752037 | KHORDHA | ODISHA | 752037 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹29.7 L+₹1.7 L (6.16%)Rejected-Finance AT NUAGARH PO BARKUL DISTT KHURDHA ODISHA 752030 | KHORDHA | ODISHA | 752030 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹29.7 L+₹1.7 L (6.17%)Rejected-Finance AT BALANTAR POST PATHARA VIA KHALLIKOTE DIST GANJAM ORISSA 761029 | GANJAM | ODISHA | 761029 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S JAGANNATH SASMAL L1 | HARI PALAI L2 | Mahalaxmi Traders L6 | UDAYA BHANU NAYAK L7 | SAHADEV PALAI L4 | VAIKUNTHA PARIDA L8 | ABHIMANYU MAHARANA L5 | D RAVICHANDRAN L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5 m in depth ; for foundation, etc. and getting out in soft/ loose soil. | 87.08 | Cum | 380 ₹33,090.4 | 377 ₹32,829.16 | 412 ₹35,876.96 | 411 ₹35,789.88 | 421 ₹36,660.68 | 400 ₹34,832 | 360 ₹31,348.8 Lowest | 389 ₹33,874.12 |
| 2.00 | Excavating in trenches, n exc 1.5m wide and exc 1.5 m but n exc 3.0m in depth ; for foundation, etc. and getting out in soft/ loose soil. | 8.26 | Cum | 530 ₹4,377.8 | 555 ₹4,584.3 | 587 ₹4,848.62 | 655 ₹5,410.3 | 547 ₹4,518.22 | 500 ₹4,130 Lowest | 550 ₹4,543 | 555 ₹4,584.3 |
| 3.00 | PCC 1:4:8 , type D-2, (using 40mm graded aggregate) as in filling and mass concrete all as specified and directed by Engr-in-Charge. | 12.72 | Cum | 4,900 ₹62,328 Lowest | 5,874 ₹74,717.28 | 6,200 ₹78,864 | 6,000 ₹76,320 | 5,858 ₹74,513.76 | 5,000 ₹63,600 | 5,500 ₹69,960 | 5,800 ₹73,776 |
| 4.00 | M&L RCC (M - 30) design mix 20 mm crushed stone graded aggregate as in foundation, including raft, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under- reamed piles and mass Concrete complete all as specified and directed. | 25.23 | Cum | 11,000 ₹2,77,530 | 12,450 ₹3,14,113.5 | 13,210 ₹3,33,288.3 | 12,966 ₹3,27,132.18 | 11,587 ₹2,92,340.01 | 12,000 ₹3,02,760 | 10,599 ₹2,67,412.77 Lowest | 12,450 ₹3,14,113.5 |
| 5.00 | M & L for Use and waste of Formwork to sides of concrete foundation , footings , bases of columns, and similar work; Complete all as specified and directed | 99.38 | Sqm | 350 ₹34,783 | 333 ₹33,093.54 Lowest | 356 ₹35,379.28 | 425 ₹42,236.5 | 422 ₹41,938.36 | 500 ₹49,690 | 400 ₹39,752 | 356 ₹35,379.28 |
| 6.00 | Returing , filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 51.65 | Cum | 145 ₹7,489.25 | 139 ₹7,179.35 Lowest | 139 ₹7,179.35 Lowest | 149 ₹7,695.85 | 200 ₹10,330 | 260 ₹13,429 | 230 ₹11,879.5 | 210 ₹10,846.5 |
| 7.00 | Removing excavating material n exc.50m and depositing where directed at a level n exc. 15. m above the starting point complete all as specified and directed.. | 43.69 | Cum | 350 ₹15,291.5 | 345 ₹15,073.05 | 333 ₹14,548.77 Lowest | 368 ₹16,077.92 | 333 ₹14,548.77 Lowest | 400 ₹17,476 | 350 ₹15,291.5 | 333 ₹14,548.77 Lowest |
| 8.00 | M & L for RCC M-30 (Design Mix) 20 mm crushed stone graded aggregate for columns, pillars, piers, post and struts complete all as specified and directed. | 10.79 | Cum | 12,000 ₹1,29,480 Lowest | 12,200 ₹1,31,638 | 13,245 ₹1,42,913.55 | 12,666 ₹1,36,666.14 | 12,587 ₹1,35,813.73 | 12,700 ₹1,37,033 | 12,000 ₹1,29,480 Lowest | 12,680 ₹1,36,817.2 |
| 9.00 | Formwork to sides of pillars, posts, struts, piers, columns complete all as specified and directed. | 119.85 | Sqm | 580 ₹69,513 | 598 ₹71,670.3 | 621 ₹74,426.85 | 754 ₹90,366.9 | 455 ₹54,531.75 Lowest | 700 ₹83,895 | 600 ₹71,910 | 589 ₹70,591.65 |
| 10.00 | M&L for RCC M30 (Design Mix) 20 mm crushed stone graded aggregate for beams, lintels, over 1.5m span complete all as specified and directed. | 14.78 | Cum | 12,000 ₹1,77,360 Lowest | 12,000 ₹1,77,360 Lowest | 13,300 ₹1,96,574 | 12,698 ₹1,87,676.44 | 12,900 ₹1,90,662 | 12,800 ₹1,89,184 | 12,500 ₹1,84,750 | 12,555 ₹1,85,562.9 |
Tender Value
₹26.1 L
EMD Value
₹52,000
Closing Date
14 Jul 2026, 6:00 pmClosed
Ankit Kumar, IDSE, EE, GE CHILKA
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
PROVISION OF DEFICIENT STORAGE ACCOMMODATION AT GE CHILKA UNDER INS CHILKA
2026_MES_775376_1
GE/CHL/8197 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER CHILKA
MES Enlisted contractor of Class D Category a(i)
7 documents required · 7 mandatory
₹500
Yes
GE CHILKA
₹52,000
Yes
20 Aug 2026
30 Jun 2026
20 Jul 2026
30 Jun 2026
14 Jul 2026
7 Jul 2026
1 Jul 2026 - 6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B & R Portion: Excavating in trenches, n exc 1.5m wide and n exc 1.5 m in depth ; for foundation, etc. and getting out in soft/ loose soil. | 87.08 | Cum | - | - |
| - | Excavating in trenches, n exc 1.5m wide and exc 1.5 m but n exc 3.0m in depth ; for foundation, etc. and getting out in soft/ loose soil. | 8.26 | Cum | - | - |
| 3 | PCC 1:4:8 , type D-2, (using 40mm graded aggregate) as in filling and mass concrete all as specified and directed by Engr-in-Charge. | 12.72 | Cum | - | - |
| - | M&L RCC (M - 30) design mix 20 mm crushed stone graded aggregate as in foundation, including raft, footings, foundation beams, plinth beams, bases for columns, etc. basement slabs, under- reamed piles and mass Concrete complete all as specified and directed. | 25.23 | Cum | - | - |
| 5 | M & L for Use and waste of Formwork to sides of concrete foundation , footings , bases of columns, and similar work; Complete all as specified and directed | 99.38 | Sqm | - | - |
| 6 | Returing , filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 51.65 | Cum | - | - |
| 7 | Removing excavating material n exc.50m and depositing where directed at a level n exc. 15. m above the starting point complete all as specified and directed.. | 43.69 | Cum | - | - |
| 8 | RCC M-30 (Design Mix)20 mm crushed stone graded aggregate for Columns, pillars, piers, post and struts complete all as specified and directed. | 10.79 | Cum | - | - |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns complete all as specified and directed. | 119.85 | Sqm | - | - |
| 10 | M&L for RCC M30 (Design Mix) 20 mm crushed stone graded aggregate for beams, lintels, over 1.5m span complete all as specified and directed. | 14.78 | Sqm | - | - |
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