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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-Finance | ₹16.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹17.2 LRejected-Finance | ₹17.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹20.8 LRejected-Finance | ₹20.8 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 304 | DHANBAD | JHARKHAND | 818142 | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹24.5 L
EMD Value
₹49,000
Closing Date
19 Feb 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Providing and Laying Interlocking tiles and Brick Drain in Village- Chak Jalalabad, YEA WC-06
2026_YEIDA_1111842_1
YEA/GM(PROJECT)/2026/463 DT-29/01/2026
Open Tender
Civil Works
Item Rate
90 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹840
₹49,000
21 Jul 2026
3 Feb 2026
20 Feb 2026
3 Feb 2026
19 Feb 2026
3 Feb 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 mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of atoms. lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all kind of soil. (DAR-18/2.8.1/AR/YEIDA/Based on UPPWD/SOR-2020) | - | Cum | 1 | - |
| 2 | Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14 | 1 | Cum | - | - |
| 3 | Cement concrete with 4cm gauge approved stone ballast coarse sand and cement in the proportion of 8:4:1 including supply of all material labour tools and plants etc required for all complation of work. UPPWD/SOR/281/P-17 | 1 | Cum | - | - |
| 4Providing 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) | |||||
| 5 | 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 | - |
| 6 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block(ISI Marked) made by block making machine with strong vibratory compaction of approved size design, shape, laid in required color and pattern over and including average 50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming with conforming to IS-15658 and IRC:SP:63. (UPPWD SOR 2020) (New SOR Based DAR 16.68) | 1 | Sqm | 1 | ₹1 |
| 7 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on bed including filling joints with local sand (with F.P.S bricks) complete. UPPWDSOR/DAR-18/11.2) | 1 | Sqm | - | - |
| 8M-150 brick work in 1:4 cement & corse sand 2.20 F.M. mortar in foundation and plinth including supply of all materials labour completion of the work Same as Item no. 305 but in 1:4 on cement and four course sand of 2.20 FM mortar UPPWD2020/303+ 305a | |||||
| 9 | Cement concrete with 4cm based approved stone ballast coarse sand and cement in the proportion of 4:2:1 including supply of all material labour tools and plants etc required for all completion of work. UPPWD2020/279a/P-17 | 1 | Cum | - | - |
| 10 | 12mm Cement Plaster of mix: 1:6 (1 Cement : 6 Coarse Sand) UPPWDSOR/DAR-18/13.4.2) | 1 | Sqm | - | - |
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