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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.7 LAdmitted-Finance | -34.62% | ₹48.7 L | L1 | Admitted-Finance |
| 2 | L2₹52.4 LAdmitted-Finance | -29.65% | ₹52.4 L | L2 | Admitted-Finance |
| 3 | L3₹58.8 LAdmitted-Finance | -20.99% | ₹58.8 L | L3 | Admitted-Finance |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Additional GM
ROAD NO 2 MIA UDAIPUR
Resurfacing of road and Fixing of Interlocking tiles on berms in MIA Extn Udaipur
2026_RIICO_552715_1
2026/Udaipur/39010/1667
Open Tender
Civil Works
120 days
mia extn it park
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
RIICO UDAIPUR
₹2.5 L
Yes
30 Apr 2026
20 Apr 2026
30 Apr 2026
20 Apr 2026
29 Apr 2026
20 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Interlocking tiles | ||||||
| 1.01 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment loaction with lift upto 1.5 and lead upto 1000 m as per MORTH specification clause 3 | 2,000 | Cum | 31 | ₹62,000 | BI01010001010000000000000515BI0100001113 |
| 1.02 | Carriage of material:- Earth, Sand, Lime, Morrum manure or sludge | 2,000 | Cum | 165 | ₹3,30,000 | BI01010001010000000000000515BI0100001118 |
| 1.03 | 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 | 300 | Cum | 13 | ₹3,900 | BI01010001010000000000000515BI0100001122 |
| 1.04 | Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base Crusher Run Macadam Base, With 37.5 mm maximum size of aggregates | 630 | Cum | 1,139 | ₹7,17,570 | BI01010001010000000000000515BI0100001123 |
| 1.05 | Wet Mix Macadam, Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406., By Mechanical Means with all lead | 880 | Cum | 1,147 | ₹10,09,360 | BI01010001010000000000000515BI0100001125 |
| 1.06 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | 4,475 | Sqm | 1,146 | ₹51,28,350 | BI01010001010000000000000515BI0100001126 |
| 1.07 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade., 100mm thick Blocks | 4,475 | Sqm | 9.9 | ₹44,302.5 | BI01010001010000000000000515BI0100001128 |
| 1.08 | 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., M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | 31.7 | Cum | 4,624 | ₹1,46,580.8 | BI01010001010000000000000515BI0100001129 |
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