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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC 303 SF SEC OMICRON 1 GR NOIDA G B NAGAR 201310 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201310 | ₹33.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹33.3 LRejected-Finance 0 ISLAMPUR BELDHA DEVIPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 UDYAM UP 04 0006267 09GLZPS2908P1ZP R M MSME STATUS AS VERIFIED | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹33.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹34.8 LRejected-Finance | ₹34.8 L | L3 | Rejected-Finance L3 |
| 4 | L4₹35.5 LRejected-Finance | ₹35.5 L | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹40.8 L
EMD Value
₹81,700
Closing Date
30 Jan 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Boundary Wall for Shamshan Sthal in Village-Mirzapur, YEA WC-06
2026_YEIDA_1107376_5
YEA/GM(PROJECT)/2026/455 DT-14/01/2026
Open Tender
Civil Works
Fixed-rate
120 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹999
₹81,700
8 Jul 2026
20 Jan 2026
2 Feb 2026
20 Jan 2026
30 Jan 2026
20 Jan 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 | Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1 | 1 | Cum | 1 | ₹1 |
| 2Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 | |||||
| 3Centering and shuttering including strutting, propping etc. and removal of form for all heights : | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) | - | Sqm | - | - |
| 3.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) | - | Sqm | 1 | - |
| 3.03 | Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) | 1 | Sqm | - | - |
| 3.04 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) | 1 | Sqm | - | - |
| 3.05 | Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020) | 1 | Mtr | - | - |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto Plinth Level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DAR 5.1.2/ UPPWD SOR 2020) | 1 | Cum | - | - |
| 5 | Reinforced Cement concrete work in walls (any Thickness ), including attatched Pilasters, Buttresses, plinth and String courses , fillets , columns, pillars piers, abutments , posts and struts etc. upto Floor V Level, Excluding the cost of Centring , Shuttring, Finishing and Reinforcement: (Cast in situ) 1:1.5:3 (1 Cement : 1.5Coarse Sand: 3 Graded Stone Aggregete 20mm Nominal Size) (DAR 5.2.2/ UPPWD SOR 2020) | 0.74 | Cum | - | - |
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