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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.3 LAdmitted-Finance | -21.21% | ₹39.3 L | L1 | Admitted-Finance |
| 2 | L2₹41.9 LAdmitted-Finance | -15.99% | ₹41.9 L | L2 | Admitted-Finance |
| 3 | L3₹43.3 LAdmitted-Finance | -13.10% | ₹43.3 L | L3 | Admitted-Finance |
| 4 | L4₹48.7 LAdmitted-Finance | -2.29% | ₹48.7 L | L4 | Admitted-Finance |
| 5 | L5₹54.1 LAdmitted-Finance B CLASS PWD CONTRACTOR DISTT BARMER | BARMER | RAJASTHAN | +8.67% | ₹54.1 L | L5 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
8 Apr 2026, 6:00 pmClosed
The Executive Engineer PWD Dn. Gudamalani
The Executive Engineer PWD Dn. Gudamalani
Construction of BT Road Sivaron ki dhani Nai Band to Lala Ki Beri Road
2026_CEPWD_549300_1
EE PWD GUDA NIT 13/2025-26
Open Tender
Civil Works
90 days
BARMER
Please refer tender Documents
5 documents required · 5 mandatory
₹500
The Executive Engineer PWD Dn. Gudamalani
₹1 L
Yes
9 Apr 2026
31 Mar 2026
9 Apr 2026
31 Mar 2026
8 Apr 2026
31 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 |
|---|---|---|---|---|---|
| 1Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of light jungle | |||||
| 2Excavation 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 | |||||
| 3Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3) | |||||
| 4Embankment Construction with Material Obtained from Borrow Pits (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) | |||||
| 5Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 | |||||
| 6Granular Sub-Base with Coarse Graded Material (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 | |||||
| 7Water Bound Macadam (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) Grading - I | |||||
| 8Water Bound Macadam (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) Grading - II | |||||
| 9Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502) | |||||
| 10Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.) | |||||
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