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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.3 LAccepted-AOC AT BALANTAR POST PATHARA VIA KHALLIKOTE DIST GANJAM ORISSA 761029 | GANJAM | ODISHA | 761029 | ₹45.3 L Quoted ₹45.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹46.4 L+₹44,780 (0.98%)Rejected-Finance AT AMRITPUR PO INS CHILKA DIST KHURDA ODISHA 752037 | KHORDHA | ODISHA | 752037 | ₹46.4 L+₹44,780 (0.98%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹47.8 L+₹1.9 L (4.18%)Rejected-Finance | ₹47.8 L+₹1.9 L (4.18%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹47.9 L+₹2.0 L (4.37%)Rejected-Finance AT AMRITPUR PO NB CHILKA VIA BALUGAON DIST KHURDA ODISHA 752037 | KHORDHA | ODISHA | 752037 | ₹47.9 L+₹2.0 L (4.37%) | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹50.5 L+₹4.6 L (10.1%)Rejected-Finance AT NUAGARH PO BARKUL DISTT KHURDHA ODISHA 752030 | KHORDHA | ODISHA | 752030 | ₹50.5 L+₹4.6 L (10.1%) | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | SAHADEV PALAI L5 | ANTARYAMI PANDA AND COMPANY L7 | SUBAL CHARAN PRADHAN L8 | BHARAT KUMAR BALL L6 | SANJAYA KUMAR PALAI L3 | D RAVICHANDRAN L4 | VAIKUNTHA PARIDA L2 | ABHIMANYU MAHARANA L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil etc all as specified. | 300 | Sqm | 45 ₹13,500 | 35 ₹10,500 Lowest | 90 ₹27,000 | 58 ₹17,400 | 59 ₹17,700 | 70 ₹21,000 | 60 ₹18,000 | 63 ₹18,900 |
| 2.00 | Excavation in trenches, n.exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc. or for shafts, wells cesspits, manholes, pier holes etc. n. exc. 10 Sqm on plain and n.exc 1.5m depth and getting out soft/loose soil etc all completed. | 209.25 | Cum | 450 ₹94,162.5 Lowest | 490 ₹1,02,532.5 | 500 ₹1,04,625 | 560 ₹1,17,180 | 540 ₹1,12,995 | 550 ₹1,15,087.5 | 500 ₹1,04,625 | 510 ₹1,06,717.5 |
| 3.00 | M&L for PCC 1:4:8 type D2 40mm grated agg as in foundation filling mass concrete & sub base etc all completed | 20 | Cum | 5,500 ₹1,10,000 Lowest | 6,000 ₹1,20,000 | 6,300 ₹1,26,000 | 6,000 ₹1,20,000 | 5,600 ₹1,12,000 | 6,900 ₹1,38,000 | 6,500 ₹1,30,000 | 6,700 ₹1,34,000 |
| 4.00 | M&L for RCC M-30 (using 20mm garded stone agg) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and the like all as specified. | 42 | Cum | 8,000 ₹3,36,000 Lowest | 9,200 ₹3,86,400 | 9,000 ₹3,78,000 | 8,900 ₹3,73,800 | 8,900 ₹3,73,800 | 10,500 ₹4,41,000 | 10,000 ₹4,20,000 | 9,900 ₹4,15,800 |
| 5.00 | M&L for RCC M-30 (using 20mm garded stone agg) as in column, and the like all as specified. | 30 | Cum | 9,400 ₹2,82,000 Lowest | 10,100 ₹3,03,000 | 10,200 ₹3,06,000 | 10,000 ₹3,00,000 | 9,500 ₹2,85,000 | 10,500 ₹3,15,000 | 10,500 ₹3,15,000 | 10,300 ₹3,09,000 |
| 6.00 | M&L for RCC M-30 (using 20mm garded stone agg) as in Beams, cantilevers, bressummers, lintels over 1.5m spanand the like all as specified. | 23 | Cum | 9,500 ₹2,18,500 Lowest | 10,200 ₹2,34,600 | 10,000 ₹2,30,000 | 10,000 ₹2,30,000 | 9,500 ₹2,18,500 Lowest | 10,500 ₹2,41,500 | 10,500 ₹2,41,500 | 10,300 ₹2,36,900 |
| 7.00 | M&L for RCC M-30 (using 20mm garded stone agg) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc all completed | 30 | Cum | 9,400 ₹2,82,000 Lowest | 9,600 ₹2,88,000 | 9,500 ₹2,85,000 | 9,400 ₹2,82,000 Lowest | 9,401 ₹2,82,030 | 10,200 ₹3,06,000 | 10,500 ₹3,15,000 | 9,800 ₹2,94,000 |
| 8.00 | M&L for formwork to sides and soffits of concrete foundations, footings, bases of columns, and plinth beams and similar work, all as specified. | 60 | Sqm | 330 ₹19,800 Lowest | 423 ₹25,380 | 430 ₹25,800 | 450 ₹27,000 | 391 ₹23,460 | 500 ₹30,000 | 400 ₹24,000 | 465 ₹27,900 |
| 9.00 | M&L for formwork to the sides of columns for fair finished surfaces of concrete. | 250 | Sqm | 479 ₹1,19,750 | 500 ₹1,25,000 | 456 ₹1,14,000 | 440 ₹1,10,000 | 457 ₹1,14,250 | 500 ₹1,25,000 | 400 ₹1,00,000 Lowest | 470 ₹1,17,500 |
| 10.00 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 260 | Sqm | 450 ₹1,17,000 | 519 ₹1,34,940 | 500 ₹1,30,000 | 540 ₹1,40,400 | 549 ₹1,42,740 | 550 ₹1,43,000 | 400 ₹1,04,000 Lowest | 560 ₹1,45,600 |
Tender Value
₹45.2 L
EMD Value
₹90,500
Closing Date
4 Jul 2026, 6:00 pmClosed
Ankit Kumar, IDSE, EE, GE CHILKA
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
PROVISION OF CYCLE STAND IN SCHOOL BUILDING AT KV INS CHILKA UNDER GE CHILKA
2026_MES_771639_1
GE/CHL/8200 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
₹90,500
Yes
11 Aug 2026
12 Jun 2026
7 Jul 2026
12 Jun 2026
4 Jul 2026
20 Jun 2026
13 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil etc all as specified. | 300 | Sqm | - | - |
| 2 | Excavation in trenches, n.exc. 1.5m wide and n.exc. 1.5m in depth for foundation etc. or for shafts, wells cesspits, manholes, pier holes etc. n. exc. 10 Sqm on plain and n.exc 1.5m depth and getting out soft/loose soil etc all completed. | 209.25 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D2 40mm grated agg as in foundation filling mass concrete & sub base etc all completed | 20 | Cum | - | - |
| 4 | M&L for RCC M-30 (using 20mm garded stone agg) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and the like all as specified. | 42 | Cum | - | - |
| 5 | M&L for RCC M-30 (using 20mm garded stone agg) as in column, and the like all as specified. | 30 | Cum | - | - |
| 6 | M&L for RCC M-30 (using 20mm garded stone agg) as in Beams, cantilevers, bressummers, lintels over 1.5m spanand the like all as specified. | 23 | Cum | - | - |
| 7 | M&L for RCC M-30 (using 20mm garded stone agg) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc all completed | 30 | Cum | - | - |
| 8 | M&L for formwork to sides and soffits of concrete foundations, footings, bases of columns, and plinth beams and similar work, all as specified. | 60 | Sqm | - | - |
| 9 | M&L for formwork to the sides of columns for fair finished surfaces of concrete. | 250 | Sqm | - | - |
| 10 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. | 260 | Sqm | - | - |
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