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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 3 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 4 | Accepted-Technical 173 BIHARI PURA GALI NO 4 KAMLA CINEMA VIJAY NAGAR GHAZIABAD 201009 U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201009 | Accepted-Technical QUALIFIED |
| 5 | Rejected-Technical RES SAWAI RAGHUNATHPUR MOHALLA MALIPURA KHAIR ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | Rejected-Technical DISQUALIFIED |
Tender Value
₹99.2 L
EMD Value
₹2.0 L
Closing Date
23 Jul 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of RCC Drain on road from house of Satpal Via Dr. Bheem Rao Ambedkar School to Near Rajkiya Maha Vidyalaya Tappal, YEIDAWC-06
2026_YEIDA_1168792_9
YEA/GM(PROJECT)/2026/542 DT-10/07/2026
Open Tender
Civil Works
Fixed-rate
180 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,175
₹2.0 L
9 Oct 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
23 Jul 2026
14 Jul 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 |
|---|---|---|---|---|---|
| 1Pumping out water by diesel pump of discharge capacity of 4000 ltrs per hour including fuel operator, suction & delivery pipes of size 4"X4" length 150 as per direction of Engineer in Charge | |||||
| 2 | Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.50m and lead upto 30m & including filling watering & ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches | - | Cum | 1 | - |
| 3Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work | |||||
| 4.01 | Centering and shuttering including shuttring propping etc and removal of form Foundation, footing bases of column etc for mass concrete | - | Sqm | - | - |
| 4.02 | Centering and shuttering including shuttring propping etc and removal of form Walls (any thickness) including attached plisters, butterness, plinth and string couses etc | - | Sqm | - | - |
| 4.03 | Centering and shuttering including shuttring propping etc and removal of form Suspended floors, roofs, landings, balconies and acess platform | - | Sqm | - | - |
| 4.04 | Centering and shuttering including shuttring propping etc and removal of form Edges of slabs and breaks in floors and walls Under 20 cm wide | - | Sqm | - | - |
| 5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) | |||||
| 6 | Reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6 | - | Kg. | 1 | - |
| 7Carriage/disposal of earth / materials by mechnical transport including loading, unloading and stacking earth lead upto 1.00 km | |||||
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Tendernotice_1.pdf
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9.pdf
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BOQ_2193548.xls
BOQ • 0.25 MB
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