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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.0 LAccepted-AOC CAMP INS CHILKA CHHATRAGARH PO NB CHILKA ODISHA 752 037 | KHORDHA | ODISHA | 752037 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹51.1 L+₹1.4 L (2.91%)Rejected-Finance AT BALANTAR POST PATHARA VIA KHALLIKOTE DIST GANJAM ORISSA 761029 | GANJAM | ODISHA | 761029 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹51.7 L+₹2.0 L (3.95%)Rejected-Finance AT DUNGAMAL NH 5 PO INS CHILKA DISTT KHORDHA ODISHA 752030 | KHORDHA | ODISHA | 752030 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹51.9 L+₹2.2 L (4.50%)Rejected-Finance AT AMRITPUR PO INS CHILKA DIST KHURDA ODISHA 752037 | KHORDHA | ODISHA | 752037 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹52.1 L+₹2.4 L (4.84%)Rejected-Finance AT NUAGARH PO BARKUL DISTT KHURDHA ODISHA 752030 | KHORDHA | ODISHA | 752030 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | UDAYA BHANU NAYAK L3 | SAHADEV PALAI L5 | HARI PALAI L1 | SANJAYA KUMAR PALAI L6 | Mahalaxmi Traders L7 | ABHIMANYU MAHARANA L2 | D RAVICHANDRAN L8 | VAIKUNTHA PARIDA L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed | 105 | Cum | 600 ₹63,000 Lowest | 695 ₹72,975 | 600 ₹63,000 Lowest | 890 ₹93,450 | 950 ₹99,750 | 700 ₹73,500 | 790 ₹82,950 | 850 ₹89,250 |
| 2.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft/loose soil etc. complete all as specified and as directed. | 410 | Cum | 330 ₹1,35,300 Lowest | 346 ₹1,41,860 | 350 ₹1,43,500 | 452 ₹1,85,320 | 550 ₹2,25,500 | 350 ₹1,43,500 | 455 ₹1,86,550 | 356 ₹1,45,960 |
| 3.00 | Material and Labour for Cement concrete type D- 2, 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer in Charge. | 48 | Cum | 4,505 ₹2,16,240 | 3,600 ₹1,72,800 | 3,000 ₹1,44,000 | 4,500 ₹2,16,000 | 5,500 ₹2,64,000 | 3,000 ₹1,44,000 | 4,230 ₹2,03,040 | 2,900 ₹1,39,200 Lowest |
| 4.00 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in foundation, including rafts, footings,foundation beams, base for columns etc, basement slabs, under-reamed piles and mass concrete complete, all as specified and directed. | 95 | Cum | 10,000 ₹9,50,000 | 10,500 ₹9,97,500 | 9,800 ₹9,31,000 Lowest | 10,298 ₹9,78,310 | 11,000 ₹10,45,000 | 10,000 ₹9,50,000 | 10,600 ₹10,07,000 | 10,200 ₹9,69,000 |
| 5.00 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in columns, pillars, piers, posts and struts complete, all as specified and directed. | 28 | Cum | 10,300 ₹2,88,400 | 10,200 ₹2,85,600 | 9,850 ₹2,75,800 Lowest | 10,265 ₹2,87,420 | 10,800 ₹3,02,400 | 10,000 ₹2,80,000 | 10,600 ₹2,96,800 | 10,000 ₹2,80,000 |
| 6.00 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1,5 metre span complete, all as specified and directed. | 16 | Cum | 10,250 ₹1,64,000 | 10,000 ₹1,60,000 | 9,950 ₹1,59,200 | 10,777 ₹1,72,432 | 10,900 ₹1,74,400 | 9,500 ₹1,52,000 Lowest | 10,500 ₹1,68,000 | 9,950 ₹1,59,200 |
| 7.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built inbuilt in CM 1:6, complete all as specified and as directed | 98 | Cum | 7,450 ₹7,30,100 | 7,100 ₹6,95,800 Lowest | 7,500 ₹7,35,000 | 7,890 ₹7,73,220 | 8,000 ₹7,84,000 | 7,200 ₹7,05,600 | 7,600 ₹7,44,800 | 7,300 ₹7,15,400 |
| 8.00 | Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits(if any) in foundation, plinth beams and similar work vertical or to batter complete all as specified to give rough finished srfaces of concrete. | 520 | Sqm | 320 ₹1,66,400 Lowest | 355 ₹1,84,600 | 320 ₹1,66,400 Lowest | 324 ₹1,68,480 | 333 ₹1,73,160 | 400 ₹2,08,000 | 540 ₹2,80,800 | 350 ₹1,82,000 |
| 9.00 | Formwork to sides of pillars, posts, struts, piers, columns, and stanchions rough finished flat surfaces | 350 | Sqm | 290 ₹1,01,500 Lowest | 332 ₹1,16,200 | 300 ₹1,05,000 | 378 ₹1,32,300 | 369 ₹1,29,150 | 400 ₹1,40,000 | 433 ₹1,51,550 | 335 ₹1,17,250 |
| 10.00 | S&F TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends binding with and including mild steel wire not less then 0.9 mm dia or securing with clips quality conforming etc.complete all as specified and as directed | 10,600 | Kg | 120 ₹12,72,000 | 120 ₹12,72,000 | 116 ₹12,29,600 Lowest | 117 ₹12,40,200 | 125 ₹13,25,000 | 120 ₹12,72,000 | 134 ₹14,20,400 | 125 ₹13,25,000 |
Tender Value
₹48.1 L
EMD Value
₹96,500
Closing Date
6 Jul 2026, 6:00 pmClosed
Ankit Kumar, IDSE, EE, GE CHILKA
GE CHILKA, INS CHILKA, KHURDA, ODISHA 752 037
ADDITION ALTERATION OF BOUNDARY WALL IN KV AT INS CHILKA UNDER GE CHILKA
2026_MES_772049_1
GE/CHL/8201 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
₹96,500
Yes
11 Aug 2026
13 Jun 2026
8 Jul 2026
13 Jun 2026
6 Jul 2026
22 Jun 2026
15 Jun 2026 - 20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as directed | 105 | Cum | - | - |
| 2 | Excavation in trenches n exc 1.5m wide and n exc 1.5m deep and getting out in soft/loose soil etc. complete all as specified and as directed. | 410 | Cum | - | - |
| 3 | Material and Labour for Cement concrete type D- 2, 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer in Charge. | 48 | Cum | - | - |
| 4 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in foundation, including rafts, footings,foundation beams, base for columns etc, basement slabs, under-reamed piles and mass concrete complete, all as specified and directed. | 95 | Cum | - | - |
| 5 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in columns, pillars, piers, posts and struts complete, all as specified and directed. | 28 | Cum | - | - |
| 6 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1,5 metre span complete, all as specified and directed. | 16 | Cum | - | - |
| 7 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built inbuilt in CM 1:6, complete all as specified and as directed | 98 | Cum | - | - |
| 8 | Use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits(if any) in foundation, plinth beams and similar work vertical or to batter complete all as specified to give rough finished srfaces of concrete. | 520 | Sqm | - | - |
| 9 | Formwork to sides of pillars, posts, struts, piers, columns, and stanchions rough finished flat surfaces | 350 | Sqm | - | - |
| 10 | S&F TMT bar 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for columns hooking ends binding with and including mild steel wire not less then 0.9 mm dia or securing with clips quality conforming etc.complete all as specified and as directed | 10,600 | Kg | - | - |
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