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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.2 LAdmitted-Finance | -2.01% | ₹14.2 L | L1 | Admitted-Finance |
| 2 | L2₹14.5 L+₹29,049.41 (2.05%)Admitted-Finance | +0.00% | ₹14.5 L+₹29,049.41 (2.05%) | L2 | Admitted-Finance |
| 3 | L2₹14.5 L+₹29,049.41 (2.05%)Admitted-Finance | +0.00% | ₹14.5 L+₹29,049.41 (2.05%) | L2 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Document not complete |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Document not complete |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
3 Jun 2026, 12:00 pmClosed
PO DUDA
duda
NP Nichlaul ward no 01 Me Shivam ke ghar se Umar ke ghar hote huye budhdih pich road tak CC Road ewm Nali nirman kary.
2026_SUDA_1144765_21
Letter No 59/DUDA/26-27 Dated 02-05-2026
Open Tender
Civil Works
Percentage
180 days
MAHARAJGANJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
PO DUDA
₹1.4 L
11 Jun 2026
4 May 2026
3 Jun 2026
4 May 2026
3 Jun 2026
4 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 in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) | 63 | Cum | 114 | ₹7,182 |
| 2 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 10.5 | Cum | 3,220.5 | ₹33,815.25 |
| 3 | Construction of granular sub-base by providing well graded material Grading-1 Spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with smooth wheel roller to achieve the desired density. Complete as per technical cluse(MORD 401). GSB | 45 | Cum | 4,878.25 | ₹2,19,521.25 |
| 4 | Constructon of Un-reinforced, dowel jointed, plain cement at construction/expansonconcrete pavement over a prepared sub ase with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exce. CC Road Work (MORD 1500) | 67.5 | Cum | 8,692.5 | ₹5,86,743.75 |
| 5 | Layning of polytheen | - | Sqm | 47.5 | - |
| 6 | Makening of construction joints | - | RMT | 47.5 | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 4,327.25 | - |
| 8 | 12 mm cement plaster finished with a floating coat of neat cement of mix : | - | Sqm | 128.25 | - |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 8,360 | - |
| 10 | Mild steel and Medium Tensile steel bars. | - | Kg | 74.1 | - |
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Tendernotice_1.pdf
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BOQ_2139654.xls
BOQ • 0.27 MB
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