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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L | L1 | Accepted-AOC Sri. PURBA KHARA is bided 1.1 Percentage Less than the Tender Value which comes to Rs.1419521 found L-1 and the Comm. have decided to award the Tender to Sri. PURBA KHARA. |
| 2 | L2₹14.2 L+₹1,435.31 (0.10%)Rejected-AOC RAYAGADA ODISHA | ₹14.2 L+₹1,435.31 (0.10%) | L2 | Rejected-AOC Sri. NANDA KISHOR PRASAD CHOURASIA is bided 1.00 Percentage Less than the Tender Value which comes to Rs. 1420956.74 found L-2. |
| 3 | L3₹14.4 L+₹15,788.41 (1.11%)Rejected-AOC WARD NO 02 AT JAYANGAR JEYPORE DIST KORAPUT PIN 764005 | JEYPORE | KORAPUT | ODISHA | 764005 | ₹14.4 L+₹15,788.41 (1.11%) | L3 | Rejected-AOC Sri. LOIS BAGH is bided 0.00 Percentage Less than the Tender Value which comes to Rs. 1435309.84 found L-3. |
| 4 | 0Rejected-Finance | - | 0 | Rejected-Finance RAINA KADRAKA is mistakenly accepted in the technical evaluation. The reason for his rejection in the technical evaluation is non submission of work experience cert. |
Tender Value
₹14.4 L
EMD Value
₹14,600
Closing Date
25 May 2026, 5:30 pmClosed
DISTRICT PROJECT COORDINATOR, SS, KORAPUT
SAMAGRA SHIKSHA DISTRICT PROJECT OFFICE SHIKSHA SADAN NEAR COLLECTORATE CAMPUS KORAPUT- 764020
CONSTRUCTION OF 1 NO ADDITIONAL CLASS ROOM BUILDING AT GADBAGUDA PROJ UPS OF NARAYANAPATNA BLOCK
2026_OPEPA_129072_1
IFB-DPC SS KPT ACR 142/144 OF 2024-25
Open Tender
Civil Works - Buildings
Percentage
180 days
GADBAGUDA PROJ UPS OF NARAYANAPATNA BLOCK
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹14,600
Yes
20 Jun 2026
11 May 2026
26 May 2026
11 May 2026
25 May 2026
11 May 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 excavation foundation in hard of soil including stoney earth in foundation with all lifts,delifts and leads including dressing and leveling the bed and depositing excavating earth at place away from site including dewatering, shuttering, cost of labour,royalty and T and P sundries required for the work etc. complete as per direction of by the Engineer-in-Charge. | - | Cum | - | - |
| 2 | Supply and filling of sand in foundation and tranches with well waterd and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost of sand, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, sundries. T and P required for the work etc. complete in all respect as per direction by the Engineer-in-Charge. | - | Cum | - | - |
| 3 | Cement Concrete Proportion (1:3:6) in foundation and floor using 4 cm size clean hard black C.B granite stone metal of approved quality and from approved quarry including hoisting,lowering and lying concret in layers not exceeding 15 cm.(6") thick to the required level ramming, watering, curing etc. complete including cost of sand, conveyance, royalties and taxes of all materials and cost of all labour and T and P required for the work etc. complete in all respect as per direction by the Engineer-in-Charge. | - | Cum | 1 | - |
| 4 | Random rubble stone masonry in c.m (1:6) with foundation ans plint by using hard black broken granite stone including bond stones from approved quarry including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necesssary projections watering and curing etc including cost, conveyance, royalties and taxes of all material and cost of labour and T and P required for the works etc complete in all respect as direction of Engineer-in-Charge. | - | Cum | 1 | - |
| 5 | Fly Ash brick work masonry in cement mortar (1:6) in super structure using Fly Ash Bricks 23cm x 11cm x 8cm size having crushing strength not less than 35Kg/sqcm with dimension tolerance + 8 percentage including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, conveyance, royalties and taxes of all materials with all labour and T and P required for the work complete in all respect as per direction of Engineer-in-Charge Ground Floor | - | Cum | - | - |
| 6 | R.C.C work of M20 in following works using 12mm to 20 mm (1/2" to 3/4") size ( 20 mm not exceed 25 percentage) hard black broken granite stone chips approved quarry free from including hosting, lowering, lying and compacting concret, watering curing, centering, shuttering, conyeyance, royalities, taxes of all material with all labour and T and P, required for the works etc. complete in all respect but excluding the cost of conveyance oc M.S. rods ot Tor steel and binding wire of 18 to 20 guage and labour charges for straighting, cutting, bending, binding and tying the grills and placing it proper position and as per the direction of the Engineer-in-Charge. Column Base | 1 | Cum | - | - |
| 7 | Coloumn | 1 | Cum | - | - |
| 8 | Plinth Beam | - | Cum | - | - |
| 9 | Lintel | - | Cum | 1 | - |
| 10 | Chajja | - | Sqm | 1 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_590408.pdf
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Tendernotice_1.pdf
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NIT.pdf
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single.pdf
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DTCNGadbaguda.pdf
Tender Documents • 21.53 MB
BOQ_590408.xls
BOQ • 0.28 MB
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