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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -20.79% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹11.7 L (10.4%)Admitted-Finance NA | NA | NA | 121004 | -12.55% | ₹1.2 Cr+₹11.7 L (10.4%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹19.9 L (17.6%)Admitted-Finance | -6.81% | ₹1.3 Cr+₹19.9 L (17.6%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Experience certificate for incomplete work is attached |
| 5 | Rejected-Technical ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | - | Rejected-Technical Tender fee, EMD online not paid and Similar natute experience certificate not attached |
Tender Value
₹1.4 Cr
EMD Value
₹9.1 L
Closing Date
19 Aug 2025, 3:00 pmClosed
General Manager
Office of the General Manager, U.P State Bridge Corporation Ltd Gorakhpur 1/22 Yaman Sahara State Gorakhpur 273010
Construction of Approach Road and Protection work on both side Bridge over Mahuapatan - Karaudi Marg at Chhoti Gandak River Vidhan sabha Kshetra Rampur Karkhana in District Deoria
2025_UPSBC_1063384_1
1301/Mahuapatan/2025-26 Dt.- 05 /08/2025
Open Tender
Civil Works
Percentage
180 days
Deoria
Please Refer Tender Document
2 documents required · 2 mandatory
₹11,800
As per Tender Document
₹9.1 L
1 Sept 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
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 | Approaoch Road Work | - | - | - | - |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
(Reference to SR No 3.16 MORT&H Specification-305) | 14,508 | Cum | 194.94 | ₹28,28,189.52 |
| 3 | Providing/Laying Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 and as per direction of Engineer in charge of work.
(Reference to SR No 4.1 MORT&H Specification-401) | 394.2 | Cum | 4,024.49 | ₹15,86,453.96 |
| 4 | Wet Mix Macadam (Plant Mix Method) (1% OPC Cement +3.50% Emulsion)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density
(Reference to SR No 4.14 MORT&H Specification-406) | 161 | Cum | 8,034.01 | ₹12,93,475.61 |
| 5 | Providing and applying tack coat with bitumen VG-10 @ 0.40 Kg per sqm. On the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clasue 503 and as per direction of Engineer in charge of work.
(Reference to SR No 5.2 MORT&H Specification-503) | 1,400 | SQM | 12.57 | ₹17,598 |
| 6 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
(Reference to SR No 5.5 MORT&H Specification-507) | 42 | SQM | 12,158.61 | ₹5,10,661.62 |
| 7 | Protection Work | - | - | - | - |
| 8 | Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251 | 232 | Cum | 102.6 | ₹23,803.2 |
| 9 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
(Reference to SR No. 3.16 MoRTH&H soecufucatuib -305) | 2,454.27 | Cum | 194.94 | ₹4,78,435.39 |
| 10 | Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
(Reference to SR No. 5.17 MORTH&H) | 3,133.07 | SQM | 139.9 | ₹4,38,316.49 |
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