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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance | -35.41% | ₹1.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 L+₹12,371.86 (11.3%)Admitted-Fee/PreQual/Technical/Finance | -28.11% | ₹1.2 L+₹12,371.86 (11.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.3 L+₹17,473.14 (16.0%)Admitted-Fee/PreQual/Technical/Finance | -25.10% | ₹1.3 L+₹17,473.14 (16.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.4 L+₹34,590.37 (31.6%)Admitted-Fee/PreQual/Technical/Finance | -15.00% | ₹1.4 L+₹34,590.37 (31.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
17 Aug 2026, 6:00 pmClosed
E.E. P.W.D. DN. VALLABHNAGAR
E.E. P.W.D. DN. VALLABHNAGAR
IMMEDIATE RESTORATION WORK ON VARIOUS ROADS UNDER SUB DN. MAVLI
2026_CEPWD_581355_12
NIT No 04/2026-27 EE PWD DN. VALLABHNAGAR
Open Tender
Civil Works
Percentage
60 days
UDAIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DN VALLABHNAGAR 500 MDRISL JAIPUR
₹4,000
Yes
19 Aug 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
17 Aug 2026
3 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 | Clearing and Grubbing Road Land .(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 non-thorny jungle | 0.52 | P.Hect | 10,374 | ₹5,394.48 |
| 2 | 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 All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading III Material | 32 | P.Cum | 407 | ₹13,024 |
| 3 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar | 37.65 | P.Cum | 1,044 | ₹39,306.6 |
| 4 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRTH specification Clause 3003 | 2,625 | P.Sqm | 18 | ₹47,250 |
| 5 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and MoRTH Specification Clause 3003 | 937.5 | P.Sqm | 7 | ₹6,562.5 |
| 6 | Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002. Mechanical Means | 130 | P.Cum | 93 | ₹12,090 |
| 7 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 70 | P.Cum | 25 | ₹1,750 |
| 8 | Construction of Embankment 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 | 135 | P.Cum | 44 | ₹5,940 |
| 9Providing 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. | |||||
| 9.01 | 1000 mm Dia | 7.5 | P.Mtr | 3,864 | ₹28,980 |
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