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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | +27.00% | ₹1.2 Cr | L1 | Admitted-Finance |
Tender Value
₹90.7 L
EMD Value
₹1.8 L
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Engineer PWD Dn, Chittorgarh
Office of the Executive Engineer PWD Dn, Chittorgarh
06 - Permanent Flood Restoration work of Bhalotan ki kheri to Bawlas Road Km 0/00 to 3/500 (Risk and Cost)
2026_CEPWD_552678_4
NIT - 02/2026-27 EE PWD DN CHITTORGARH
Open Tender
Civil Works
210 days
Chittorgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through Egras Challan
₹1.8 L
Yes
5 May 2026
20 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 Apr 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 | 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 | - | Cum | - | - |
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 | - | Hect | - | - | |
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. | - | Cum | - | - | |
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III | - | Cum | - | - | |
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 | - | Cum | - | - | |
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 all lift and lead. | - | cum | - | - | |
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturers specifications @ 6.0 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 | - | Sqm | - | - | |
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @ 0.2 kg/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. | - | Sqm | - | - | |
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504.50/75mm compacted thickness with 3.3% bitumen VG30 grade with lead of mix Material 1 km | - | cum | - | - | |
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead and lift for mix of Material (MoRTH specification : clause 510, 112)In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade | - | Sqm | - | - |
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