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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -15.00% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹25.2 L (13.3%)Admitted-Finance | -3.73% | ₹2.2 Cr+₹25.2 L (13.3%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹31.1 L (16.3%)Admitted-Finance | -1.11% | ₹2.2 Cr+₹31.1 L (16.3%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹48.7 L (25.6%)Admitted-Finance | +6.76% | ₹2.4 Cr+₹48.7 L (25.6%) | L4 | Admitted-Finance |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
24 Aug 2026, 11:00 amClosed
Superintending Engineer, PWD Rural Circle Jodhpur
Superintending Engineer, PWD Rural Circle Jodhpur
Construction and Renewal Work Under Budget Announcement Year 2026-27 Missing Link and Non Patchable Road Work Package No. RJ-21/ML-NP-06/2026-27
2026_CEPWD_585304_14
NIT No. 05 / 2025-26 of SE PWD Rural Circle Jodhpur (Without bid)
Open Tender
Civil Works
Percentage
180 days
Jodhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
EE PWD Distt. Dn. II Jodhpur / MDRISL
₹4.5 L
Yes
27 Aug 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
24 Aug 2026
11 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 | Jhanwar to Pariharon ki dhani 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
A. In area of non-thorny jungle | 2.1 | Hect. | 10,374 | ₹21,785.4 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses | 420 | cum | 69 | ₹28,980 |
| 3 | Granular Sub-base with Well Graded Material (Table 400-1) 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 | 3,492 | Cum | 407 | ₹14,21,244 |
| 4 | 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 | 2,143.13 | Cum | 928 | ₹19,88,824.64 |
| 5 | 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 | 2,143.13 | Cum | 1,002 | ₹21,47,416.26 |
| 6 | 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 | 28,575 | Sqm | 28 | ₹8,00,100 |
| 7 | 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. | 28,575 | Sqm | 10 | ₹2,85,750 |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.
Case - II By Mechanical Means
Bitumen (VG-30) | 28,575 | Sqm | 124 | ₹35,43,300 |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511
By Mechanical Means
Case - II : Type B
Bitumen (VG-30) | 28,575 | Sqm | 41 | ₹11,71,575 |
| 10 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia | 22.5 | mtr | 612 | ₹13,770 |
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