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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC 0 | ₹15.1 L Quoted ₹15.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 LRejected-AOC | ₹15.3 L | L2 | Rejected-AOC L2 |
Tender Value
₹15.2 L
EMD Value
₹30,320
Closing Date
15 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
Vikash Bhawan
Block-Chargawa Gram Sabha Rampur Gopalpur mein Kali Mandir se HariGovind Singh ke Ghar Hote Hue Deepo Singh ke Ghar Tak CC Road Ka Nirman
2026_REDUP_1121779_26
2900/EE/RED/GKP/25-26 Date 07-02-26
Open Tender
Civil Works
90 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹896
₹30,320
21 May 2026
8 Mar 2026
16 Mar 2026
8 Mar 2026
15 Mar 2026
8 Mar 2026
GSB Grade 1, Construction of granular sub-base by providing well graded material spreadig in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with smoth wheel rollar to achieve the desired density, complete as per MORD tenhnical speicification clause 401.
WBM Grading -3, Providing and Laying spreding and compecting stone aggregates of specific sizes to Water Bond Macdom specification including sperdaing in uniform thickness hand packing rolling with smooth wheel rollor 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill -up the interstics of coarse aggergate watering and compecting to the required dencity Grading -3 as per MORD tenhnical speicification clause 405.3
Laying of C.C. slab consisting of 1:1.5:3 in cement,coarse sand & 20 mm gauge stone ballast, over prepared subgrade after its rectification & bringing it to proper camber and i/c supply of all materials,labour T&P etc. required for proper completion of work finished to required template as directed by E/I complete in all respect. SI No.-773A
Providing and Laying of 125 micron thick Polythene sheet
Providing Contraction & Expansion Joint
Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing as directed by the E/I. As per SI No. 253
Providing & fixing& sighnboard etc. complete.
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