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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.5 LAccepted-Finance | ₹90.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹92.6 LRejected-Finance | ₹92.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.4 CrRejected-Finance | ₹1.4 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.4 CrRejected-Finance | ₹1.4 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
26 May 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of Rcc drain along 30.00mtr wide road near jaganpur and chapargarh yeida wc-03
2026_YEIDA_1147670_5
YEA/GM(PROJECT)/2026/501 DT-08/05/2026
Open Tender
Civil Works
Fixed-rate
180 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,700
₹2.9 L
6 Aug 2026
13 May 2026
28 May 2026
13 May 2026
26 May 2026
13 May 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 (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move) UPPWD SOR | 2,425.9 | Cum | 72.8 | ₹1,76,605.52 |
| 2 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in proportions of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. UPPWD SOR | 190.7 | Cum | 5,820 | ₹11,09,874 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for: A) Foundations, footings, bases of columns, etc. for mass concrete. UPPWD SOR/5.9.1 | 695 | Sqm | 181.65 | ₹1,26,246.75 |
| 4 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. UPPWD SOR/5.9.2 | 4,594 | Sqm | 335.55 | ₹15,41,516.7 |
| 5 | Suspended floors, roofs, landings, balconies and access platform. UPPWD SOR/5.9.3 | 358 | Sqm | 386.35 | ₹1,38,313.3 |
| 6 | Edges of slabs and breaks in floors and walls. Above 20 cm below UPPWD SOR/5.9.16.2 | 280.52 | Sqm | 560.25 | ₹1,57,161.33 |
| 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. All work up to plint level. UPPWD SOR/5.33.1 | 657.43 | Cum | 7,849.65 | ₹51,60,595.4 |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars. UPPWD SOR/5.22.6 | 77,411.79 | Kg. | 80.2 | ₹62,08,425.56 |
| 9 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)Single socketed pipes. 110mm dia. | 55.6 | Rmt | 218 | ₹12,120.8 |
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