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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC NA | ₹17.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.1 LRejected-Finance SAKRA HUSENPUN GHASIBUR NEWADA L R | ₹18.1 L | L2 | Rejected-Finance L2 |
Tender Value
₹18.4 L
EMD Value
₹1.8 L
Closing Date
25 Mar 2026, 3:45 pmClosed
EE cd3 Pwd gzp
offfice of ee cd3 pwd gzp
Construction of Sarwan ke Dera se Hareram ke ghar tak link road
2026_CEUVZ_1127960_2
265/10A dt 04-02-2026
Open Tender
Civil Works - Roads
60 days
ghaziur
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹1.8 L
Yes
3 Apr 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Construction of granular sub-base by providing close 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 rollar to achieve the desired density, complete as per clause 401 | |||||
Providng & laying , spreading and compacting stone aggregates of specific sizes (22.4-53 mm S.S.B) .to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 3 as per Technical Specification Clause 405.. | - | Cum | - | - | |
Construction of un-reinforced, expansion and construction joint only, plain cement concrete pavement, thikness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate 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 apprpriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micronthik polythene film, wedges, steel plates including leveling the formwork as per drawing) spreading the concrete with shovels, rakes, compacted using needle, screed and platevibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying sealant, near approaches to bridge/ culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grades as per drawing and Technical specification clause 1501 and as per direction of E-In-C fo work. | - | Cum | - | - | |
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | - | - | |
| 5.1 | The routine maintenance of above link road including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost | - | Km | - | - |
| 5.2 | The routine maintenance of above link road including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost | - | Km | - | - |
| 5.3 | The routine maintenance of above link road including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost | - | Km | - | - |
| 5.4 | The routine maintenance of above link road including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost | - | Km | - | - |
| 5.5 | The routine maintenance of above link road including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost | - | Km | - | - |
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