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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.1 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹77.4 L+₹2.3 L (3.11%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹81.0 L+₹5.9 L (7.91%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹82.0 L+₹6.9 L (9.19%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹82.1 L+₹7.0 L (9.36%)Rejected-Finance 173 BIHARI PURA GALI NO 4 KAMLA CINEMA VIJAY NAGAR GHAZIABAD 201009 U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201009 | L5 | Rejected-Finance L5 |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
23 Jul 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of RCC Drain along main road both side from Amir Khan Cement Store to Meva Nangla Tiraha in Village-Nurpur (Tappal), YEIDA WC-06
2026_YEIDA_1168792_4
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
₹2,355
₹2.3 L
15 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 | - |
| 7 | M-150 brick work in 1:4 cement & course sand 2.25f.M mortar in foundation and plinth including supply of all materials labour complection of the work compiation of work | 1 | Cum | - | - |
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