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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹70.4 L+₹1.9 L (2.71%)Rejected-Finance 11 13 7 TASKAND ROAD CIVIL LINES PRAYAGRAJ | L2 | Rejected-Finance L2 | |
| 3 | L3₹72.4 L+₹3.9 L (5.62%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹72.4 L+₹3.9 L (5.67%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹79.4 L+₹10.9 L (15.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
18 Jun 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of RCC Drain in Village Nangla Handa, YEIDA. WC-06
2026_YEIDA_1157329_39
YEA/GM(PROJECT)/2026/517 DT-04/06/2026
Open Tender
Civil Works
Fixed-rate
150 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,255
₹2.1 L
2 Sept 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 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 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (Where machine can not reach/move) (UPPWD/SOR-2020/251(b)) Depth from 0.0 to 1.5 M below G.L. | - | Cum | 1 | - |
| 2 | Cement 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 | - | Cum | - | - |
| 3 | M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305) | 1 | Cum | - | - |
| 4 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) | - | Sqm | - | - |
| 5 | concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17 | - | Cum | - | - |
| 6 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. UP PWD SOR 2020/ DSR-18/10.25.2 | 1 | Kg | - | - |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level. (DAR/5.33.1/Based on UPPWD/SOR-2020)) | - | Cum | 1 | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) | - | Kg | 1 | - |
| 9 | Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR- | - | Sqm | - | - |
| 10 | Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) | - | Mtr | - | - |
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