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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-Finance | ₹8.0 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹8.0 L+₹2,796.19 (0.35%)Accepted-Finance 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹8.0 L+₹2,796.19 (0.35%) | L2 | Accepted-Finance ACCEPT |
| 3 | L3₹8.0 L+₹4,394.02 (0.55%)Accepted-Finance | ₹8.0 L+₹4,394.02 (0.55%) | L3 | Accepted-Finance ACCEPT |
Tender Value
₹8.0 L
EMD Value
₹79,900
Closing Date
10 Aug 2026, 12:00 pmClosed
EO NPP GARHMUKTESHWAR
NPP GARHMUKTESHWAR
Chopla sthit Ambedkar park ke pass chaurahe ka CC road Nirman Karya
2026_DOLBU_1173650_2
1702/NPP/GARH-nivida nirman/2026-27 date. 29-07-2026
Open Tender
Civil Works - Roads
Percentage
60 days
NPP GARHMUKTESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹942
EO NPP GARHMUKTESHWAR
₹79,900
25 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 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 | Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting to the embankement location with a lift upto S m and lead unto 1000 m as per Technical snecification Clause 302.3 Unit = cum | 124.88 | m3 | 111.3 | ₹13,899.14 |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared Surace, mxing Dy mix in place method with rotavator at OMC and compacting with smooth wheel roler to achieve the desired density complete as per technical MORDI Specifications 401 | 27.75 | m3 | 3,463.9 | ₹96,123.23 |
| 3 | onstruction un-reinforced, dowel jointed at expansion and construction joint only. plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501 2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than (0.2 cum capacity and appropiate weigh batcher using approved mix design, lid in approved fixed sideformwork (steel channel, laying and fxing of 125 micron thick polythene fim, wedges, steel plates including levlling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted 3 using needle, screed and plate vibrators and fnished in continuous operation ncluding provision of contraction and
expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per Unit cum | 83.25 | m3 | 8,121.8 | ₹6,76,139.85 |
| 4 | Provision of Shilanyas and Lokarpan Granite Stone engraved and fling with colour paint inclduding all charges of labour, materials, tools, tackles, transportion, fixing stands and frames.ete for inauguration. | 7.5 | sqft | 1,700 | ₹12,750 |
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BOQ_2204413.xls
BOQ • 0.29 MB
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