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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | -15.79% | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 LAdmitted-Finance | -14.11% | ₹3.7 L | L2 | Admitted-Finance |
| 3 | L3₹4.0 LAdmitted-Finance | -8.26% | ₹4.0 L | L3 | Admitted-Finance |
| 4 | L4₹4.5 LAdmitted-Finance | +5.00% | ₹4.5 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Short EMD Fees Deposited |
Tender Value
₹4.3 L
EMD Value
₹8,620
Closing Date
1 Apr 2026, 6:00 pmClosed
EE PWD Dn Alwar
Alwar
Construction of Interlocking Road Work at Ramdhan Shop To Bhomiya Baba Village Achalpuri
2026_CEPWD_546938_10
NIT NO 49/2025-26 EE PWD Dn ALwar
Open Tender
Civil Works
60 days
Alwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD Dn Alwar
₹8,620
Yes
4 Apr 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 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 |
|---|---|---|---|---|---|---|
| 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 Specification Clause 305.3 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.03 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.04 | 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 aggregateBy Mechanical Means | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.05 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 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 'C' : Not dentated on any of its faces like Hexagonal, Rectangular, Square shape as per IRC:SP:63-2004 | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
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