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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -21.51% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | -17.51% | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | -13.05% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.3 CrAdmitted-Finance | -8.33% | ₹1.3 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance | -1.11% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Superintending Engineer
Superintending Engineer PWD Circle Jaisalmer
Approach road to lakhmana to improved accessibility to Sand dunes and Safari Zones
2026_CEPWD_547485_1
NIT No 10 Year 2025-26 Circle Jaisalmer
Open Tender
Civil Works - Roads
120 days
Jaislamer
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
12100-XEn PWD Dn. II Jaisalmer
₹2.9 L
Yes
9 Apr 2026
19 Mar 2026
7 Apr 2026
19 Mar 2026
6 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 |
|---|---|---|---|---|---|
| 1Survey of Proposed road including printout of Plan, L-Section & Cross section on A-3 size paper in three copies & one soft copy of approved media (For L-Section levels are to be taken at an interval of 25m on plain terrain and 10m on rolling & at CD works) including computation of quantities of earth work in cutting / filling as per L-Section & Cross section | |||||
| 2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding150mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means : In area of non-thorny jungle | |||||
| 3Excavation 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 | |||||
| 4Compacting original ground supporting embankment : 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 given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | |||||
| 5Construction 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 | |||||
| 6Construction 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 | |||||
| 7Construction 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 | |||||
| 8Providing, 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 | |||||
| 9Providing ,laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100kN 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 Grading2 as per MoRTH Specification Clause404.using Crusher borken aggregate : By Mechanical Means | |||||
| 10Providing 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 | |||||
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