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Tender Value
₹13.1 Cr
EMD Value
₹26.2 L
Closing Date
2 Jul 2026, 6:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
Addl. Chief Engineer, PWD Zone-II Udaipur Banswara
Addl. Chief Engineer, PWD Zone-II Udaipur Banswara
Remaining work of Widening and strengthening of Pratapgarh Luhariya Nakor Barawarda Dholapani Dhawata Chhotisadri Road (MDR 260) Km 0/0 to 12/400 and 19/200 to 27/0 (Risk and Cost)
2026_CEPWD_567861_1
ACE, PWD Zone-II, Udaipur(Basnwara) NIT 04/2026-27
Open Tender
Civil Works
365 days
Pratapgarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
EE, PWD Dn I Pratapgarh by eGRAS Challan
₹26.2 L
Yes
Addl. Chief Engineer, PWD Zone-II Udaipur Banswara
13 Jun 2026
13 Jun 2026
3 Jul 2026
13 Jun 2026
2 Jul 2026
13 Jun 2026
26 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | PART "A" : ROAD WORK | - | - | - | - | BI01010001010000000000000515BI0100001113 |
Clearing 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 Light Jungle | 10.4 | Hect | 13,979 | ₹1,45,381.6 | BI01010001010000000000000515BI0100001114 | |
Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses | 264 | Cum | 180 | ₹47,520 | BI01010001010000000000000515BI0100001115 | |
Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. | 33,992.58 | Cum | 37.1 | ₹12,61,124.72 | BI01010001010000000000000515BI0100001116 | |
Construction 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 | 35,581 | Cum | 32.7 | ₹11,63,498.7 | BI01010001010000000000000515BI0100001117 | |
Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. | 3,416.77 | Cum | 106.8 | ₹3,64,911.04 | BI01010001010000000000000515BI0100001118 | |
Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401.Grading-III | 10,903.5 | Cum | 278 | ₹30,31,173 | BI01010001010000000000000515BI0100001119 | |
Providing, 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 | 60 | Cum | 984 | ₹59,040 | BI01010001010000000000000515BI0100001120 | |
Providing, 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 | 18,251.16 | Cum | 1,124 | ₹2,05,14,303.84 | BI01010001010000000000000515BI0100001121 | |
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 | 1,03,425.6 | Sqm | 29.9 | ₹30,92,425.44 | BI01010001010000000000000515BI0100001122 |
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