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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.0 LAdmitted-Finance | -3.50% | ₹43.0 L | L1 | Admitted-Finance |
| 2 | L2₹44.5 L+₹1.5 L (3.61%)Admitted-Finance | -0.02% | ₹44.5 L+₹1.5 L (3.61%) | L2 | Admitted-Finance |
| 3 | L3₹44.5 L+₹1.6 L (3.62%)Admitted-Finance | -0.01% | ₹44.5 L+₹1.6 L (3.62%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Document not complete |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Document not complete |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
3 Jun 2026, 12:00 pmClosed
PO DUDA
DUDA MAHARAJGANJ
NP Chauk ward no 01 Ambedakar nagar me Shri Sumer yadav ke ghar se rahul yadav ke ghar tak CC Road and Nali nirman kary.
2026_SUDA_1144765_5
Letter No 59/DUDA/26-27 Dated 02-05-2026
Open Tender
Civil Works
Percentage
180 days
Maharjaganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
Yes
PO DUDA
₹4.5 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 exeavation for andinary soil for retaining wall foundation work both side Sl. No.251 | - | cum | - | - |
| 2 | Earth filling with cartage 05 Km. Distance away from site for undulation & required label of road base work. Including peoper compaction & dressing all work etc. As Per analisys Rate. | 1 | cum | - | - |
| 3 | P.C.C. work in foundation/retaining wall in proportion of 1:4:8 with cement, fine sand of 1.25 fineness modulous and 40mm brick ballast motor Sl. No.275 | 1 | cum | - | - |
| 4 | 1st. Class brick work for retaining wall work 1:4 with cement and coarse sand mortar. Sl.No.305 | 1 | cum | - | - |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC and compacting with smooth roller to achieve the desired density, complete as per clause 401 | - | cum | - | - |
| 6 | PCC1:2:4. With cement and coarse sand and 20mm. Guage stone grite in drain bed & top of brick wall etc Sl. No.279(1) | 1 | cum | - | - |
| 7 | Laying C.C. Road slab consisting of 1:1.5:3 cement coarese sand & approved 20mm gauge stone ballast over prepered sub grade after its rectifications & bringing it to proper camber & including supply of all meterials, labour and T&P etc. required for proper completion of work finished to required templete as directed by Engineer-in-charge but excluding cost of meral required for rectification of the sub grade. S.I. No.773 | 1 | Sqm | - | - |
| 8 | 12mm thick Plaster Cement & Coarse sand mortor 1:4. Sl.No.584(a) | - | Sqm | - | - |
| 9 | M-20 class R.C.C. work for drain wall & cover work 1:1.5:3 ciment core sand and 20 mm gauge stone bailast. Etc. SI-289 | - | cum | - | - |
| 10 | MS Bar provided in RCC slab work- SI-504 | - | Qtl | - | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2139334.xls
BOQ • 0.27 MB
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