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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.0 LAdmitted-Finance | -26.55% | ₹51.0 L | L1 | Admitted-Finance |
| 2 | L2₹54.8 LAdmitted-Finance | -21.00% | ₹54.8 L | L2 | Admitted-Finance |
| 3 | L3₹59.8 LAdmitted-Finance | -13.88% | ₹59.8 L | L3 | Admitted-Finance |
| 4 | L4₹60.2 LAdmitted-Finance | -13.29% | ₹60.2 L | L4 | Admitted-Finance |
| 5 | L5₹67.5 LAdmitted-Finance | -2.79% | ₹67.5 L | L5 | Admitted-Finance |
Tender Value
₹73 L
EMD Value
₹1.5 L
Closing Date
10 Jun 2026, 2:00 pmClosed
SECRETARY
uit alwar
Construction of WBM road at Katla Patti, Marble and Commercial in Vill- Alwar No-1, Alwar
2026_UITAL_564557_10
NIT05/2026-27/
Open Tender
Civil Works
Percentage
180 days
UIT ALWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Secretary, UIT
₹1.5 L
Yes
16 Jun 2026
4 Jun 2026
10 Jun 2026
4 Jun 2026
10 Jun 2026
4 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 Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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 location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 3,234 | Cum | 31 | ₹1,00,254 |
| 2 | 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 Specification Clause 305.3 | 9,517 | Cum | 58 | ₹5,51,986 |
| 3 | Compensation for earth taken from private land | 9,517 | Cum | 50 | ₹4,75,850 |
| 4 | Water Bound Macadam Sub-base/base with Stone Screening | - | - | - | - |
| - | WBM Grading 1 | - | - | - | - |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. | - | - | - | - |
| - | Using Crusher Broken Aggregate | - | - | - | - |
| - | By Mechanical Means | 1,971 | Cum | 1,016 | ₹20,02,536 |
| 5 | WBM Grading 2 | - | - | - | - |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate | - | - | - | - |
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