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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹71.6 LAccepted-Finance ODISHA OB | KORAPUT | ODISHA | 764011 | ₹71.6 L | LI | Accepted-Finance Winner in the transparent lottery system for award of contract |
| 2 | LI₹71.6 LRejected-Finance | ₹71.6 L | LI | Rejected-Finance Not won in the transparent lottery system |
| 3 | LI₹71.6 LRejected-Finance | ₹71.6 L | LI | Rejected-Finance Not won in the transparent lottery system |
| 4 | LI₹71.6 LRejected-Finance | ₹71.6 L | LI | Rejected-Finance Not won in the transparent lottery system |
| 5 | LI₹71.6 LRejected-Finance AT BHANDUBAR P O KUMANDA P S DIST ANGUL 759132 | ANGUL | ANGUL | ODISHA | 759132 | ₹71.6 L | LI | Rejected-Finance Not won in the transparent lottery system |
Tender Value
₹71.6 L
EMD Value
₹71,640
Closing Date
20 Apr 2026, 5:00 pmClosed
SEMI Division Angul
Superintending Engineer Minor Irrigation Division Angul At / PO- Hakimpada College Square District- Angul PIN-759143
Improvement to Mankada MIP (D/W) in Pallahara Block of Angul District under Imp. to D/W scheme for the year 2026-27
2026_CEMIB_128095_3
SEMI DIVISION ANGULBID ID No-02 of 2026-27
Open Tender
Civil Works - Others
180 days
Angul
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹71,640
Yes
5 Jun 2026
13 Apr 2026
21 Apr 2026
13 Apr 2026
20 Apr 2026
13 Apr 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 | Clearing shrub jungles uprooting stumps and small bushes and trees 1 M girth on premeasurement …etc Complete as per the direction of the Engineer- in -Charge | - | Sqm | - | - |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials at the dumping yard away from work site as per the specification and as directed by the Engineer-in-charge with all leads and lifts from the place of excavation complete.(Measurement will be taken on finished level section) | - | Cum. | - | - |
| 3 | Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious materials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. | - | Cum. | - | - |
| 4 | Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod) with all cost of tools and plant, cost and carriage of water etc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. | - | Cum. | - | - |
| 5 | Supplying, fitting & placing uncoated HYSD bar reinforcement (inclusive of over lap & wastage) for R.C.C. work including cutting, bending, binding and tying the grills and placing in correct position including cost, conveyance, taxes of HYSD bars & binding wire of 18 to 20 gauge with cost of all labour, T&P, workers welfare cess etc complete as per approved specification and direction of the Engineer -in- Charge. | - | qntl | - | - |
| 6 | Providing weep holes in brick masonary/ Plain/Reinforced cement concrete in abutment, Return wall, return walls, wing walls, trough walls with 50mm dia. A.C. Pipe extending through the full width of the structure with slope of 1V: 20H towards the drawing face including providing filter media with stone crushed aggregates with cost, carriage, royalty and taxes of all materials and cost of all labour ,T&P, workers welfarecess etc. complete and as per the direction of the Engineer-in- charge | - | Rmt. | - | - |
| 7 | Dismantling & Removing cement concrete including stacking the useful materials for reuse and removing the debris with all leads and lifts, cost of all labour, T&P, workers welfare cess etc. complete as per approved specification and direction of the Engineer -in- Charge. | - | Cum. | - | - |
| 8 | Rigid smooth centering & shuttering for plain C.C / R.C.C. works in walls including removing the same after specified days of casting with cost of all labour, T&P, nail, workers welfare cess etc. complete as per approved specification and direction of the Engineer-in- Charge | - | Sqm | - | - |
| 9 | Loosening,leveling and compacting original ground to facilitate placement of first layer of embankment,scarified to a deoth of 150mm,compacted at OMC to achive minimum dry density conforming to table 300-2 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305.3.4 of MoRT&H Specifications for Road & Bridge works (5th Revision). | - | Cum. | - | - |
| 10 | Supplying approved quality of coarse sand and laterite moorum for road work, conveying to the work site admixing the both in 40(sand) : 60(moorum) proportion and laying the admixture in sub base in layers not exceeding 100mm in thickness, watering and compacting to the required density with P.R.R. including hire and running etc. complte as per direction of the Engineer-In-Charge. | - | Cum. | - | - |
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