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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC First Lowest selected through transparent lottery system |
| 2 | L1₹10.1 LRejected-AOC BEHERA | NA | NA | 121004 | ₹10.1 L | L1 | Rejected-AOC First Lowest |
| 3 | L1₹10.1 LRejected-AOC | ₹10.1 L | L1 | Rejected-AOC First Lowest |
| 4 | L1₹10.1 LRejected-AOC AT PO SIKAPAI KASHIPUR DIST RAYAGADA | KASHIPUR | RAYAGADA | ODISHA | ₹10.1 L | L1 | Rejected-AOC First Lowest |
| 5 | L1₹10.1 LRejected-AOC AT REVALKONA P O GADISESKHAL DIST RAYAGADA | REVALKONA | RAYAGADA | ODISHA | ₹10.1 L | L1 | Rejected-AOC First Lowest |
Tender Value
₹10.1 L
EMD Value
₹10,100
Closing Date
13 Apr 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER RAYAGADA R AND B DIVISION
SUPERINTENDING ENGINEER RAYAGADA R AND B DIVISION-I
S/R for emergency maintenance (Civil works) to various non-residential buildings under Education Dept.
2026_EICCL_127504_11
RC(RANDB)RGD24/2025-26
Open Tender
Civil Works - Buildings
Percentage
180 days
RAYAGADA R AND B DIVISION I
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹10,100
Yes
19 Sept 2026
30 Mar 2026
15 Apr 2026
30 Mar 2026
13 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Cleaning & grubbing road land including uprooting ran, vegitarian, grass , shurbs, bushes , sapling & Tree girth up 300 dia | |||||
| 2Earth work in foundation in hard soil or gravelly soil within 50m intial lead and lifts 1.5 M intial lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site including cost of all labour, T&P and dewatering if required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge. | |||||
| 3Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. | |||||
| 4Providing and laying (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and sand of approved quality and from approved quarry including laying concrete in layers not exceeding 15cm in depth, ramming, watering and curing etc. complete to required levels including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. | |||||
| 5Plain Cement Concrete of proportion (1:2:4) using 12mm size hard black Crusher broken granite stone metal of approved quality from approved quarry, free from skin, including hosting, lowering and laying compacting concrete in layers not exceeding 15 cm thick each layer to required level ramming watering curing etc. including cost, conveyance, royalty and taxes of all materials with all labour with T&P required for the work etc. complete including dewatering if required as per drawing and Technical specification and as directed by the Engineer -in –charge | |||||
| 6RCC work of M-20 grade in the Structural building works using 20mm to 10mm down graded hard black granite Crusher broken aggregates of approved quality from approved quarry including all taxes in complete Foundation Base & footing | |||||
| 7Column above P.L | |||||
| 8Supplying fitting and placing uncoated HYSD Steel reinforcement works using HYSD (FE-550) steel of approved manufacturer as per section 1600 §ion 1900 of MORT&H specification for Road and Bridge works ( 4th revision) including cost, conveyance and taxes of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (weight of reinforcement sall be calculated on the basis of IS 1732. wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other method of binding & placing shall not be considered for payment) | |||||
| 9Fly ash brick masonry in cement mortar (1:6) using bricks of 23cm size having a crushing strength of not less than 75 kg per Sq.cm, after immersing Bricks for six hours in waters before use with watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge. Superstructure | |||||
| 1012 mm (1/2") thick Cement Plaster (1:6) finished smooth to masonry brick walls after raking out the joint including watering and curing with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge | |||||
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