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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-Finance | ₹13.4 L | L1 | Accepted-Finance Lowest Rate |
| 2 | L2₹13.4 LRejected-Finance | ₹13.4 L | L2 | Rejected-Finance Above To Lowest Rate |
| 3 | L3₹13.4 LRejected-Finance | ₹13.4 L | L3 | Rejected-Finance Above To Lowest Rate |
Tender Value
₹13.4 L
EMD Value
₹1.3 L
Closing Date
29 Apr 2026, 1:00 pmClosed
Executive Officer
NPP MAU
WARD NO 1 GALIBPUR ME MOHALLA MOSARDAH BAANSFOR BASTI ME SHARDA DEVI KE MAKAN SE LALTI DEVI KE MAKAN HOTE HUYE PRATIMA DEVI KE MAKAN TAK NALI WA INTERLOCKING KARYA.
2026_DOLBU_1129733_1
68-04
Open Tender
Civil Works
120 days
Mau
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,560
Executive Officer
₹1.3 L
6 Jun 2026
30 Mar 2026
29 Apr 2026
30 Mar 2026
29 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 |
|---|---|---|---|---|---|
| 1Site Clerance including labour and matrials and including grass cutting /Dressing and carrage of matrials by Head load | |||||
| 2E/W in Excavation in ordenery soil in foudation including labour and matrials and T/P with all com. Work SI No. 251 | |||||
| 3C.C. Work in 1:6:12 in cement, fine sand and 40 mm Gauge Brick Ballast including labour and matrials , T/P with all com. | |||||
| 4M-150 B/W in 1:4 in cement and coar sand mortar including labour and matrials , T/P with all com. Work SI No.305 | |||||
| 512mm thick Plaster work in 1:3 in cement and fine sand mortar including labour and matrials, T/P with all com. Work SI No.583 | |||||
| 6R.C.C. Work in 1:1.5:3 in cement coarse sand and 20mm gauge including labour and matrials, T/P with all com. Work SI No.285 | |||||
| 7MS work in R.C.C. work including labour and matrials , T/P with all com. Work SI No.504 | |||||
| 8e/w filling in enbankment with cartage soil upto 8.00km distances etc com. | |||||
| 9Construction of Granular sub base (GSB) by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401. | |||||
| 10P /L of 80 mm thick rubber moulded zig zag interlocking cement concrete Paver blocks,Work SI No. NSI | |||||
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tech_eval.pdf
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BOQ • 0.24 MB
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