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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC 554 174 KA 1 CHHOTA BARHA ALAMBAGH LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹4.3 Cr Quoted ₹3.6 Cr | L1 | Accepted-AOC AoC |
| 2 | L2₹3.6 CrRejected-Finance | ₹3.6 Cr | L2 | Rejected-Finance Rejected |
Tender Value
₹3.6 Cr
EMD Value
₹7.3 L
Closing Date
6 Apr 2026, 12:00 pmClosed
SE RED Gorakhpur Circle
SE RED Gorakhpur Circle Daudpur, Canal Road, (Durga Mandir Compound), Post-Shivpuri, Gorakhpur
Under District Gorakhpur, Upgradation and Widening of the roads of residential complex and hostels located in Madan Malaviya University of Technology, Gorakhpur campus., Lot No 1
2026_REDUP_1131936_1
1471/SE RED Gorakhpur/Gorakhpur/25-26 Dt 17/02/2026
Open Tender
Civil Works
90 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.3 L
SE RED Gorakhpur Circle
27 May 2026
31 Mar 2026
7 Apr 2026
31 Mar 2026
6 Apr 2026
31 Mar 2026
2 Apr 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 |
|---|---|---|---|---|---|
| 1Work | |||||
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared As per DSR 2.32 | - | Sqm | - | - | |
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 | - | Cum | - | - | |
Construction of granual sub-base(GSB) by providing well graded material, spreading in uniform layars with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired | 1 | Cum | - | - | |
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per MORD technical specification clause 405 | - | Cum | - | - | |
Providing, laying, spreading and compacting stone aggregates G-III of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and cam | - | Cum | - | - | |
Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per MORD technical specification clause 502 | - | Sqm | - | - | |
Providing and applying tack coat with bitumen emulsion (RS-1) using bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Speicification Clause 503 | - | Sqm | - | - | |
Dense Graded Bituminous Macadam 50mm to 75mm Providing and laying dense graded bituminous macadam with 100-120 TPH Hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG-30) @ 4.5 per cent by weightof total mix and filler, tranported to site, laid over a previously preparied surface with paver finisher with sensor control to the required grade, level and alignment rolled to achieve the desired compaction as per MORTH specification clause 507complete in all respectsGrading-II Ref to MORTH Spec 505 Sr.504B | - | Cum | - | - | |
BC Bituminous Concrete -Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 to 5.6 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 | 1 | Cum | - | - | |
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2112485.xls
BOQ • 0.31 MB
Gorakhpur_SBD.pdf
Tender Documents • 2.39 MB
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