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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.3 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹18.9 Cr+₹62.1 L (3.39%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹19.4 Cr+₹1.1 Cr (5.79%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹20.6 Cr
EMD Value
₹41.1 L
Closing Date
25 Feb 2025, 6:00 pmClosed
ACE PWD ZONE AJMER
ACE PWD ZONE AJMER
Widening and Strengthening of Road Sanganer Dhikola MDR 165 Khayada Churaha to Dungari Chouraha Km. 22/0 to 34/0 Job No. CRIF/1138/RJ/2024-25
2025_CEPWD_445839_3
NIT-25/2024-25 PWD ZONE AJMER
Open Tender
Civil Works
Percentage
330 days
Shahpura
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Egras Challan Deposit
₹41.1 L
Yes
ACE PWD ZONE AJMER
28 Mar 2025
3 Feb 2025
17 Mar 2025
4 Feb 2025
25 Feb 2025
4 Feb 2025
14 Feb 2025
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, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of thorny jungle | 9.7 | Hect | 12,800 | ₹1,24,160 |
| 2 | Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In hard soil mixed with kankar,boulders etc. above 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper. | 7,728.8 | Cum | 53 | ₹4,09,626.4 |
| 3 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] | 285.75 | Sqm | 2.98 | ₹851.54 |
| 4 | 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 1000 m as per Technical Specification Clause 301.5 with lead 500mtr to 1000 mtr | 53,094.74 | Cum | 93 | ₹49,37,810.82 |
| 5 | SUPPLY & CARRIAGE OF MATERIALS
Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge.
For 10 Km | 42,475.79 | Cum | 111 | ₹47,14,812.69 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses | 2,566.99 | Cum | 115 | ₹2,95,203.85 |
| 7 | Providing, laying, 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 diversion complete.[MoRTH specification Clause 401] with all lead | 12,874.03 | Cum | 922 | ₹1,18,69,855.66 |
| 8 | Providing, laying, spreading and compacting crushed graded stone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC in mechnical mixer as per approved 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 maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with all lead | 18,663.94 | Cum | 1,089 | ₹2,03,25,030.66 |
| 9 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5kg /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 CIause- 502,112 | 72,642 | Sqm | 33.5 | ₹24,33,507 |
| 10 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 | 72,642 | Sqm | 10.75 | ₹7,80,901.5 |
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