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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAccepted-AOC BADMAL BALANGIR ODISHA 767070 | BALANGIR | ODISHA | 767070 | ₹27.7 L | L1 | Accepted-AOC Being lowest quoted bidder i.e. L1 |
| 2 | L2₹28.4 LRejected-Finance | ₹28.4 L | L2 | Rejected-Finance Being L2 |
| 3 | L3₹29.0 LRejected-Finance | ₹29.0 L | L3 | Rejected-Finance Being L3 |
| 4 | Rejected-Technical SAINTAIA BALANGIR 767032 ODISHA | BALANGIR | BALANGIR | ODISHA | 767032 | - | - | Rejected-Technical Technically not acceptable. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not acceptable. |
| Sl No | Description | Qty | Unit | GANESH CHANDRA BEHERA L2 | RAJESH KUMAR PATRA L1 | LABENDRA BEHERA L3 |
|---|---|---|---|---|---|---|
| 1.00De-silting to increase water capacity, construction of a bathing ghat, ladies change room and stone pitching on both side of ghat at Badmunda Pond, Barahmal pond, Nuaband pond and Nuapada pond under Bhadra Gram Panchayat through CSR scheme of 2025-26. | ||||||
| 1.01 | Earth work in excavation (work in water or liquid mud, bailing out, pumping out or otherwise removing all water which may accumulate in the excavations) of any kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as directed by Engineer-incharge. | 8,700 | Cum | 232.96 ₹20,26,752 | 228.8 ₹19,90,560 Lowest | 237.12 ₹20,62,944 |
| 1.02 | Excavating in trenches(Soft/Loose soil), not exc 1.5 m wide and not exc 1.5 m in depth for foundation. | 24 | Cum | 430.08 ₹10,321.92 | 422.4 ₹10,137.6 Lowest | 437.76 ₹10,506.24 |
| 1.03 | M & L for walling of randam rubble uncoused well bonded, beded and solidly hearted, built in cement mortar 1:4. | 68 | Cum | 5,408.48 ₹3,67,776.64 | 5,311.9 ₹3,61,209.2 Lowest | 5,505.06 ₹3,74,344.08 |
| 1.04 | Surface dressing in soft / loose soil not exc. 15 cm deep and removing from the premises. | 197 | Sqm | 30.24 ₹5,957.28 | 29.7 ₹5,850.9 Lowest | 30.78 ₹6,063.66 |
| 1.05 | M&L, for sand filling in foundations including watering and consolidation. | 10 | Cum | 2,210.88 ₹22,108.8 | 2,171.4 ₹21,714 Lowest | 2,250.36 ₹22,503.6 |
| 1.06 | M&L, for loose filling with aggregates (Broken bricks) of gauge 80 to 150 mm in the pit of inaguration stone. | 1 | Cum | 767.2 ₹767.2 | 753.5 ₹753.5 Lowest | 780.9 ₹780.9 |
| 1.07 | M&L, for hardcore of gauge exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface. | 5 | Cum | 2,928.8 ₹14,644 | 2,876.5 ₹14,382.5 Lowest | 2,981.1 ₹14,905.5 |
| 1.08 | M&L for cement concrete (Type-B2,1:3:6, 40mm graded aggregate) in foundations, including use and waste of form work. | 10 | Cum | 6,565.44 ₹65,654.4 | 6,448.2 ₹64,482 Lowest | 6,682.68 ₹66,826.8 |
| 1.09 | M&L for providing cement concrete Type-B1,(1:2:4) 20mm graded aggregate in copings including for use of form work. | 5 | Cum | 10,370.08 ₹51,850.4 | 10,184.9 ₹50,924.5 Lowest | 10,555.26 ₹52,776.3 |
Tender Value
₹25.4 L
EMD Value
₹51,000
Closing Date
22 Dec 2025, 2:00 pmClosed
CGM, O F Badmal, Balangir, Odisha
ORDNANCE FACTORY BADMAL, PO- BADMAL, DIST-BADMAL (ODISHA)767070
De-silting to increase water capacity, construction of a bathing ghat, ladies change room and stone pitching on both side of ghat at Badmunda Pond, Barahmal pond, Nuaband pond and Nuapada pond under Bhadra Gram Panchayat through CSR scheme of 2025-26
2025_MIL_257268_1
3012/OFBL/TE-31-2025-26/RD2531
Open Tender
Civil Works
Item Rate
180 days
Ordnance Factory Badmal
As per NIT eligibility/evaluation criteria along with EMD.
3 documents required · 3 mandatory
₹0
₹51,000
2 Jun 2026
29 Nov 2025
26 Dec 2025
29 Nov 2025
22 Dec 2025
29 Nov 2025
Earth work in excavation (work in water or liquid mud, bailing out, pumping out or otherwise removing all water which may accumulate in the excavations) of any kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as directed by Engineer-incharge.
Excavating in trenches(Soft/Loose soil), not exc 1.5 m wide and not exc 1.5 m in depth for foundation.
M & L for walling of randam rubble uncoused well bonded, beded and solidly hearted, built in cement mortar 1:4.
Surface dressing in soft / loose soil not exc. 15 cm deep and removing from the premises.
M&L, for sand filling in foundations including watering and consolidation.
M&L, for loose filling with aggregates (Broken bricks) of gauge 80 to 150 mm in the pit of inaguration stone.
M&L, for hardcore of gauge exc 63mm but n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface.
M&L for cement concrete (Type-B2,1:3:6, 40mm graded aggregate) in foundations, including use and waste of form work.
M&L for providing cement concrete Type-B1,(1:2:4) 20mm graded aggregate in copings including for use of form work.
M&L for brickwork with fly ash bricks (1:4 cement mortar) straight or curved on plan exc 6m mean radius.
M&L , for old size brickwork with flyash bricks, straight on plan in half brick thick walls, built in 1:4 cement mortar.
M&L for rendering 12mm thick cement plaster on fair faces of brick work of 1:4 cement mortar including preparing the surfaces.
M&L for 55mm thick cement concrete flooring type B-1, 1:2:4 (12.5 mm aggregate) including use and waste of form work/screed strips and to divide the area in panels, Finishing surfaces of concrete topping even and fair (without using extra cement)
M&L for 100mm thick cement concrete flooring type B-1, 1:2:4 (20mm graded aggregate) including use and waste of form work/screed strips and to divide the area in panels, Finishing surfaces of concrete topping even and fair (without using extra cement)
M&L for 85mm thick cement concrete flooring type B-1, 1:2:4 (20mm graded aggregate) including use and waste of form work/screed strips and to divide the area in panels, Finishing surfaces of concrete topping even and fair (without using extra cement)
M&L for Chalk whiting, on plastered surfaces, prepara-tory to white washing and applying two coat of white wash on undecorated surfaces.
Boulder pitching grouted with cement mortar 1:6 as directed all complete.
S&F 600mmX600mmX20mm thick Granite stone ( of any type) table rubbed,fixed over 20mm thick screed bed of cement mortar (1:4) and polished, grooving letters of any numbers and any symbles finished with golden colour.
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