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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -8.29% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹19.2 L (10.2%)Admitted-Finance | +1.11% | ₹2.1 Cr+₹19.2 L (10.2%) | L2 | Admitted-Finance |
Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
14 Sept 2026, 6:00 pmClosed
SE PWD CIRCLE JALORE
SE PWD CIRCLE JALORE
Rehibilitation of Non- patchable/ Missing link Roads under Budget announcement 2026-27 in Distt. Jalore ,Pakage No RJ-18-17/ML-NP/2026-27
2026_CEPWD_593170_17
Nit no 03 Year 2026-27 PWD Circle Jalore
Open Tender
Civil Works
Percentage
150 days
Jalore
Plese refer tender documents
7 documents required · 7 mandatory
₹2,000
EXECUTIVE ENGINEER PWD DIVISION SANCHORE
₹4.1 L
Yes
17 Sept 2026
31 Aug 2026
15 Sept 2026
31 Aug 2026
14 Sept 2026
31 Aug 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 | (A) Loteshwar to Naldhara km 0/00-2/500:- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of thorny jungle | 2.5 | Hect | 12,746 | ₹31,865 |
| 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 | 9,187.5 | cum | 44 | ₹4,04,250 |
| 3 | Compensation for earth taken from private land | 6,656.25 | cum | 45 | ₹2,99,531.25 |
| 4 | 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 | 2,531.25 | cum | 25 | ₹63,281.25 |
| 5 | Construction 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 | 1,593.75 | cum | 45 | ₹71,718.75 |
| 6 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km.For Grading III Material | 1,609.13 | cum | 738 | ₹11,87,537.94 |
| 7 | 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. | 1,125 | cum | 407 | ₹4,57,875 |
| 8 | Water Bound Macadam Sub-base/base with Stone Screening 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 | 731.26 | cum | 928 | ₹6,78,609.28 |
| 9 | 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 By Mechanical Means | 731.26 | cum | 1,002 | ₹7,32,722.52 |
| 10 | 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 | 9,750 | sqm | 28 | ₹2,73,000 |
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