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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC | ₹18.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.2 LRejected-Finance 303 SF SEC OMICRON 1 GR NOIDA G B NAGAR 201310 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201310 | ₹20.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹20.3 LRejected-Finance | ₹20.3 L | L3 | Rejected-Finance L3 |
Tender Value
₹29.3 L
EMD Value
₹58,700
Closing Date
17 Apr 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of RCC drain on meva nangla tiraha to kaccha nala in village , nurpur , yeida WC-06
2026_YEIDA_1134071_14
YEA/GM(PROJECT)/2026/488 DT-01/04/2026
Open Tender
Civil Works
Fixed-rate
120 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹885
₹58,700
5 Aug 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
17 Apr 2026
9 Apr 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 |
|---|---|---|---|---|---|
| - | Pumping out water by desiel pump of discharge capacity of 4000 ltr per hour including fuel operator suction & Delivery pipes of size 4"X4" length 150 as per direction of engg in charge | - | Days | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a load of 50m | 1 | Cum | 1 | ₹1 |
| - | Cement 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 | 1 | Cum | - | - |
| - | Providing 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) | - | Cum | - | - |
| - | 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 | - |
| - | Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc.for mass concrete. | - | Sqm | - | - |
| - | Centring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including plisters, Bitteresses, etc | - | Sqm | - | - |
| - | Centering and shuttering including shuttring propping etc and removal of form Suspended floors, roofs landings, balconies and access platform | 1 | Sqm | - | - |
| - | Centering and shuttering including shuttring propping etc and removal of form Edges of slab and breaks in floor and walls | 1 | Rmt | - | - |
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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14.pdf
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BOQ_2118807.xls
BOQ • 0.27 MB
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