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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.0 LAdmitted-Finance | -2.10% | ₹23.0 L | L1 | Admitted-Finance |
| 2 | L2₹23.4 LAdmitted-Finance SARBAHAL JHARSUGUDA | -0.20% | ₹23.4 L | L2 | Admitted-Finance |
| 3 | L3₹23.4 LAdmitted-Finance | -0.10% | ₹23.4 L | L3 | Admitted-Finance |
| 4 | L3₹23.4 LAdmitted-Finance | -0.10% | ₹23.4 L | L3 | Admitted-Finance |
| 5 | L4₹23.4 LAdmitted-Finance | +0.00% | ₹23.4 L | L4 | Admitted-Finance |
Tender Value
₹23.4 L
EMD Value
₹23,450
Closing Date
8 Apr 2026, 5:00 pmClosed
BDO DEOGAON
PANCHAYAT SAMITI OFFICE DEOGAON
CONSTRUCTION OF OFFICE BUILDING WITH MARKET COMPLEX FOR GRAM PANCHAYAT LEVEL FEDERATIONS AT SARASMAL GP, UNDER DEOGAON BLOCK
2026_PRBDO_127479_2
04/2025-26/DGN
Open Tender
Civil Works - Buildings
180 days
DEOGAON
PLEASE REFERE TENDER DOCUMENTS
4 documents required · 4 mandatory
₹6,000
₹23,450
Yes
18 Apr 2026
23 Mar 2026
9 Apr 2026
23 Mar 2026
8 Apr 2026
23 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches in ordinary soil except sheet rock and boulders (requiring blasting) including dressing and leveling the bed upto the required depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge. | |||||
| 2Supplying and filling in foundation and ditches with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading and unloading , royalties and taxes of all materials and cost of all labour, sundries. T & P required for the work etc complete in all respect as per direction of Engineer incharge. | |||||
| 3Providing & laying plain cement concrete 1:3:6 ( 1 cement 3 coarse and 6 graded stone aggregate fo 40 mm nominal size) in foundation and pinth including cost of hoisting, lowering laying concrete, ramming , watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick including cost. Conveyance, loading and unloading, royalties and taxes all materials and cost of all labours, sundnes, T & P required for the work complete including dewatering if required as per instruciton of Engineer-in- charge. | |||||
| 4Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in foundation similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. | |||||
| 5Fly ash first class brick masonry using Fly Ash bricks having crushing strength not less than 75 kg per squr.cm. in cement mortar of (1:6) with portland slag cement after immersing the bricks for 6 (six) hours in water before use in superstructure similar such type of works with all necessary projections, watering and curing etc. including cost, conveyance, loading and unloading, royalitioes and taxes of all materials and cost of all labour, sundries, T & P required for the works etc complete in all respect as directed by the Engineer-in-charge. | |||||
| 6Providing , lifting hoisting laying Reinforced cement concrete of M20 grade in column footings , as per approved designs and drawings having a munimum compressive strength ( in work test) 200 Kg./ Square cm in 15cm. Cubes at 28 days after mixing and tests conducted in accordance with I.S. 416 using 12mm to 20 mm size black hard crusher broken granite stone ships of approved quality from approved quarry washed and cleaned (20mm size not to exceeds 25%) to be mixed in concrete mixture with ordinary protland cement (OPC) including noisting, lowering lying an dcompacting concrete by susing vibrators, watering and curing for 28 days centering and shuttering and finishing the exposed surface smooth proving grooves or beads wherever necessary including cost conveyance, loading and unloading royalities and taxes of all materials and cost of all labours sunones , T & P required fo rthe work ect complete in all respect excluding cost and conveyance of HYSD/MS steel and binding wires , and labour charges for straightaining, cutting , bending etc of M.S. rods of for steel and binding complete as directed by engineer- in charge.Column. A) Coloumn Footing | |||||
| 7B) Column above GL | |||||
| 8C) Plinth beam | |||||
| 9D )Lintel Band | |||||
| 10E) Chhajja | |||||
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