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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹49.4 CrAdmitted-Finance | -4.44% | ₹49.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹49.5 Cr+₹11.9 L (0.24%)Admitted-Finance | -4.21% | ₹49.5 Cr+₹11.9 L (0.24%) | L2 | Admitted-Finance |
| 3 | L3₹50.0 Cr+₹59.4 L (1.20%)Admitted-Finance DISTT JALORE | JALORE | -3.29% | ₹50.0 Cr+₹59.4 L (1.20%) | L3 | Admitted-Finance |
| 4 | L4₹52.7 Cr+₹3.4 Cr (6.85%)Admitted-Finance | +2.11% | ₹52.7 Cr+₹3.4 Cr (6.85%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | - | - | - | Rejected-Technical Non-Responsive due to Methodlogy and programme of construction not enclosed. As per requirment S.No. 12 (Clause No. 4.3.(I) |
Tender Value
₹51.7 Cr
EMD Value
₹51.7 L
Closing Date
4 Jul 2022, 6:00 pmClosed
ACE PWD ZONE KOTA
ACE PWD ZONE KOTA
Widening and Strengthening of Dhanava Dablana Bhavanipura Ranipura Bansi Nainwa on MDR 183 km 0/0 to 45/0 in Distt Bundi
2022_CEPWD_278900_1
ACE PWD ZONE KOTA NITNO-05-2022-23
Open Tender
Civil Works
Percentage
540 days
BUNDI
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
20000 EE PWD DIV NAINWAN
₹51.7 L
Yes
ACE PWD ZONE KOTA
1 Sept 2022
3 Jun 2022
6 Jul 2022
3 Jun 2022
4 Jul 2022
3 Jun 2022
14 Jun 2022
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 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 | - | Hectare | 16,316 | - |
| 2 | 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 | 173 | - |
| 3 | 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 | 0.29 | Cum | 60 | ₹17.4 |
| 4 | Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. | - | Cum | 34 | - |
| 5 | 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 | - | Per Cum | 1,293 | - |
| 6 | 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 | - | Cum | 463 | - |
| 7 | 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 | - | Cum | 1,471 | - |
| 8 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 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 | 0.29 | Sqm | 32.15 | ₹9.32 |
| 9 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 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. | 0.29 | Sqm | 12.08 | ₹3.5 |
| 10 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade | 0.2 | Cum | 6,976 | ₹1,388.22 |
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