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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 3 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 4 | Accepted-Technical | Accepted-Technical QUALIFIED |
Tender Value
₹30.8 L
EMD Value
₹61,600
Closing Date
18 Jun 2026, 5:00 pmClosed
GM(P)
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Construction of C.C. Road from Dhanpura (Majra Ajay Nagar to Jaitpur YEA WC-06
2026_YEIDA_1157329_27
YEA/GM(PROJECT)/2026/517 DT-04/06/2026
Open Tender
Civil Works
Fixed-rate
90 days
YAMUNA EXPRESSWAY INDUSTRIAL DEVELOPMENT AUTHORITY
Please refer Tender documents.
5 documents required · 5 mandatory
₹899
₹61,600
16 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 up to 30 m & including filling watering and ramming of excavated earth into the 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 the engineers in change upto a distance of 30m from the foundation trenches (4.1.1) Depth from 0.00 to 1.50 m below | - | Cum | 72.8 | - |
| 2 | Providing and Laying in Position 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 completion of work (item code 5.4.3) | - | Cum | - | - |
| 3 | Providing and laying design mix cement concrete of M-30 gradee, in roads/taxi track/ runways, usding cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nonimal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars whereever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishinh with required texture, including steel from work with sturdy M.S channel sections , curing, making provision for contraction/expansion, constuction & longitudinal joints (10 mm widex 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of engineer-in-charge (Item of joint fillers,sealants,dowel bars with sleeve/ tie bars to be paid seprately). Note: Cement content considered in M-30 is @ 340/cum. Excess/less cement used as per design mix is payable/recoverable separately. 16.43.1 Cement` concrete prepared with batch mixing machine. | - | Cum | 1 | - |
stage.html
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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27.pdf
Tender Documents • 1.23 MB
BOQ_2171196.xls
BOQ • 0.25 MB
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