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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | +3.15% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹2.6 L (1.78%)Admitted-Finance | +4.99% | ₹1.5 Cr+₹2.6 L (1.78%) | L2 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
26 May 2026, 6:00 pmClosed
EE PWD DIV. LAKHERI
EE PWD DIV. LAKHERI
Remaining Work of Work Under Package No RJ-09-ML and NP/2022-23/09
2026_CEPWD_560964_5
EE PWD DIV. LAKHERI NITNO-03/2026-27
Open Tender
Civil Works
Percentage
120 days
BUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
2000 EE PWD DIV. LAKHERI
₹2.8 L
Yes
1 Jun 2026
22 May 2026
27 May 2026
22 May 2026
26 May 2026
22 May 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 including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle | |||||
| 1.01 | xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k | 0.09 | Hectare | - | - |
| 2Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 | |||||
| 2.01 | xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k | 2,206.12 | Cum | - | - |
| 3Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504). | |||||
| 3.01 | xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k | 1,875 | Cum | - | - |
| 4Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift | |||||
| 4.01 | xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k | 294.95 | Cum | - | - |
| 5Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift | |||||
| 5.01 | xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k | 3,138.15 | Cum | - | - |
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