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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹2.5 Cr | L1 | Accepted-AOC Awarded through transparent lottery system |
| 2 | L2₹2.9 Cr+₹34.4 L (13.5%)Rejected-AOC AT MADHUBAN W NO 07 BARIPADA DIST MAYURBHANJ PIN 757001 | BARIPADA | MAYURBHANJ | ODISHA | 757001 | ₹2.9 Cr+₹34.4 L (13.5%) | L2 | Rejected-AOC Not Qualified in transparent lottery system |
| 3 | L2₹2.9 Cr+₹34.4 L (13.5%)Rejected-AOC AT BUDHIKHAMARI PO PS BHANJPUR DIST MAYURBHANJ PIN 757002 | BHANJPUR | MAYURBHANJ | ODISHA | 757002 | ₹2.9 Cr+₹34.4 L (13.5%) | L2 | Rejected-AOC Not Qualified in transparent lottery system |
| 4 | L2₹2.9 Cr+₹34.4 L (13.5%)Rejected-AOC | ₹2.9 Cr+₹34.4 L (13.5%) | L2 | Rejected-AOC Not Qualified in transparent lottery system |
| 5 | L2₹2.9 Cr+₹34.4 L (13.5%)Rejected-AOC | ₹2.9 Cr+₹34.4 L (13.5%) | L2 | Rejected-AOC Not Qualified in transparent lottery system |
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
20 Feb 2026, 5:30 pmClosed
PA ITDA BARIPADA
ITDA BARIPADA
Construction Of 100 Seated Girls Hostel Building At Panchayat Girls High School, Rengisole, Kuliana Baripada, Mayurbhanj.
2026_STSCD_125547_2
ITDABPD-06/2025-26
National Competitive Bid
Civil Works - Buildings
Percentage
BARIPADA
B and A
2 documents required · 2 mandatory
₹10,000
₹2.9 L
Yes
21 Apr 2026
5 Feb 2026
21 Feb 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the dept. | 0.4 | Cum | 0.8 | ₹0.32 |
| 1.01 | extra for every additional lift of 1.5 m or part there of in excavation/ banking excavated or stacked materials | - | Cum | - | - |
| 2 | Supplying & Filling foundation trenches , plinth & ditches with clean course river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties and all taxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. | 1 | Cum | 1 | ₹1 |
| 3 | Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. | 1 | Cum | - | - |
| 4Making plinth protection 150 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth | |||||
| 4.01 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | Sqm | - | - |
| 5 | Providing and laying P.C.C [1:4:8] using 4cm size metal etc in foundation and floors using cement , 40 mm size crusher broken H.G.Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry including hoisting ,lowering and laying concrete to the required level, ramming ,watering and curing etc | 1 | Cum | 1 | ₹1 |
| 6Providing and laying in position ready mixed M20 grade concrete having compressive strength at 28 days test not lessthan 250kg/sq.cm for reinforced cement concrete work using cement content as per approved design mix etc including Rigid & smooth centering and shuttering. | |||||
| 6.01 | For R.C.C foundation, footing bases of column, mass concrete,pre-cast etc. | 0.8 | Cum | 1 | ₹0.8 |
| 6.02 | For R.C.C plinth band etc. | - | Cum | - | - |
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