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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC | ₹30.2 L | L1 | Accepted-AOC the said work is awarded in favour of Sri Jogeshswar Sahu |
| 2 | L2₹31.7 L+₹1.5 L (4.99%)Rejected-Finance | ₹31.7 L+₹1.5 L (4.99%) | L2 | Rejected-Finance the said work is awarded in favour of Sri Jogeshswar Sahu |
| 3 | L3₹34.0 L+₹3.8 L (12.5%)Rejected-Finance | ₹34.0 L+₹3.8 L (12.5%) | L3 | Rejected-Finance the said work is awarded in favour of Sri Jogeshswar Sahu |
| 4 | L4₹37.3 L+₹7.2 L (23.7%)Rejected-Finance AT KANTAPAHADA P S PO BANKI GHOLAPUR DIST CUTTACK | ₹37.3 L+₹7.2 L (23.7%) | L4 | Rejected-Finance the said work is awarded in favour of Sri Jogeshswar Sahu |
| 5 | L4₹37.3 L+₹7.2 L (23.7%)Rejected-Finance C O SUBASH CHANDRA BEHERA AT WARD NO 12 BALLIGUDA PO PS BALLIGUDA DIST KANDHAMAL ODISHA PIN 762103 | BALLIGUDA | KANDHAMAL | ODISHA | 762103 | ₹37.3 L+₹7.2 L (23.7%) | L4 | Rejected-Finance the said work is awarded in favour of Sri Jogeshswar Sahu |
Tender Value
₹37.7 L
EMD Value
₹37,721
Closing Date
21 Mar 2026, 5:30 pmClosed
PA ITDA BALLIUDA
PA ITDA BALLIGUDA
Construction of Adivasi Sanskruti Bhawan at Tikabali undet Tikabali Block
2026_STSCD_127070_10
PA (ITDA)-BLG-5/25-26
Open Tender
Civil Works - Buildings
Percentage
Tikabali
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹37,721
Yes
9 Sept 2026
9 Mar 2026
23 Mar 2026
9 Mar 2026
21 Mar 2026
9 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 |
|---|---|---|---|---|---|
| 1 | Earthwork excavation of foundation in hard soil within initial lead & lift including rough dressing breaking of clods and leveling the bed and sides then depositing the excavated earth away from the work site etc. complete T & P required for the work as directed by the Engineer- in- Charge. | 121.64 | Cum. | 270.9 | ₹32,952.28 |
| 2 | Filling in foundation and plinth with sand, well watered and rammed to required thickness with all leads and lifts, cost conveyance & royalty and all taxes of materials, cost of labour, T & P required for the work etc. complete in all respect as directed by the Engineer-In-Charge. | 156.44 | Cum. | 602.6 | ₹94,270.74 |
| 3 | Cement concrete (1:3:6) with 40 mm in foundation using 40 mm size clean hard black hand broken granite metal of approved quality from approved quarry mixing with concrete mixture laying mannually including hoisting, lowering and laying in layers not exceeding 15 cm thick to the required level, ramming, watering with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc curing etc. complete. as directed by the Engineer-In-Charge. | 55.6 | Cum. | 6,070.64 | ₹3,37,527.58 |
| 4 | Fly ash brick massonary of size 23 cm x 12cm x 8cm having a crushing strength not less than 75 Kg/sq.cm in cement mortar (1:6) in superstructure including splays cutting, circular moulding, chamfering and corbelling, and watering and curing etc. complete including cost conveyance, royalty and all taxes of materials with cost of labour, T & P etc. required for the work complete in all respect as directed by the Engineer-In-Charge.. | 41.86 | Cum. | 6,131.23 | ₹2,56,653.29 |
| 5 | R.C.C. in CC (1:1½:3) with clean hard broken granite chips of 12 mm size consistent with strength and strengthen cover of concrete, of approved quality and from approved quarry mixing with concrete mixture & laying mannually including hoisting with and laying concrete in layer not exceeding 15cm in depth to the required thickness and compacting as per the direction of the Engineer-in-charge including rigid & smooth centering , shuttering , watering and curing for four weeks and finishing the exposed surface smooth with cost, conveyance, taxes and royalities and taxes of all materials, labour T & P, hire and running charges of machineries required for the work, but excluding cost,conveyance, of M.S/T.S Rods and direction of Engineer-in-charge. Column Footing | 16.07 | Cum. | 6,702.92 | ₹1,07,715.92 |
| 6 | Plinth Beam | 10.11 | Cum. | 7,182.55 | ₹72,615.58 |
| 7 | Lintel Bend | 3.45 | Cum. | 11,054.03 | ₹38,136.4 |
| 8 | Column & Beam | 26.2 | Cum. | 16,102.88 | ₹4,21,895.46 |
| 9 | Slab & Chajja | 27.75 | Cum. | 11,761.01 | ₹3,26,368.03 |
| 10 | Providing HYSD Bar reinforcement for R.C.C work including straighting, cutting, binding, welding, tying the grills, laying and placeing the proper position as per approved design and drawing including cost, conveyancye of 18 to 20 gauge binding wire cost and conveyance HYSD bars complete in all respect as per specification for road and bridge and direction of engineers in charge. (Ground Floor) | 104.96 | Qntl | 8,708.44 | ₹9,14,037.86 |
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