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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | -18.52% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 CrAdmitted-Finance | -17.51% | ₹2.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance | -17.87% | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.6 CrAdmitted-Finance | -17.25% | ₹2.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹2.9 CrAdmitted-Finance | -1.00% | ₹2.9 Cr | L5 | Admitted-Finance |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
8 Jun 2026, 5:00 pmClosed
ADD. GENERAL MANAGER
Road no 2 MIA Udaipur.
Improvement of Infrastructure at Ind area at Industrial Area Gudli, Udaipur.
2026_RIICO_559520_1
2026/Udaipur/39364/1670
Open Tender
Civil Works
Percentage
150 days
gudli
Please Refer Tender Documents
2 documents required · 2 mandatory
₹5,900
RIICO UDAIPUR
₹5.8 L
2 Jul 2026
18 May 2026
9 Jun 2026
18 May 2026
8 Jun 2026
18 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 |
|---|---|---|---|---|---|
| 1Providing and laying in position cement concrete | |||||
| 1.01 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | Nos | 25 | - |
| 1.02 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH | - | Cum | 58 | - |
| 1.03 | Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m | - | Cum | 44 | - |
| 1.04 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as g | - | Cum | 13 | - |
| 1.05 | Crusher Run Macadam Base, With 37.5 mm maximum size of aggregates | - | Cum | 965 | - |
| 1.06 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 1 | Cum | 3,302 | ₹3,298.7 |
| 1.07 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks), Category 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | - | Sqm | 1,139 | - |
| 1.08 | Add extra for Providing M-50 grade concrete Interlocking Blocks in place of M-30 grade., 100mm thick Blocks | - | Sqm | 13.2 | - |
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BOQ_996106.xls
BOQ • 0.30 MB
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