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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | -10.08% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹27.0 L (11.1%)Admitted-Finance | -0.10% | ₹2.7 Cr+₹27.0 L (11.1%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹27.3 L (11.2%)Admitted-Finance 104 L I C COLONY VAISHALI NAGAR AJMER RAJASTHAN 305001 | AJMER | RAJASTHAN | 305001 | +0.00% | ₹2.7 Cr+₹27.3 L (11.2%) | L3 | Admitted-Finance |
| 4 | L3₹2.7 Cr+₹27.3 L (11.2%)Admitted-Finance | +0.00% | ₹2.7 Cr+₹27.3 L (11.2%) | L3 | Admitted-Finance |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
27 Feb 2025, 6:00 pmClosed
SE PWD CIRCLE BHILWARA
SE PWD CIRCLE BHILWARA
Construction of Various BT road in PWD Dn. Bhilwara under DMFT Scheme Package No. RJ-07-09/GC-12DMFT/2024-25
2025_CEPWD_446242_9
NIT-02/2024-25 PWD CIRCLE BHILWARA
Open Tender
Civil Works
Percentage
150 days
BHILWARA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Egras Challan Deposit
₹5.4 L
Yes
28 Feb 2025
6 Feb 2025
28 Feb 2025
7 Feb 2025
27 Feb 2025
7 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 | Part 'I' Kot to Sirodi
(A) Road Work
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 | 2.25 | Hect. | 12,800 | ₹28,800 |
| 2Construction 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 | |||||
| 2.1 | with lead upto 50 mtr | 4,689.25 | Cum | 48 | ₹2,25,084 |
| 2.2 | with lead 500mtr to 1000 mtr | 3,126.17 | Cum | 93 | ₹2,90,733.81 |
| 3 | 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).By chieseling/wedging out rock where blasting is prohibited in soft rock | 1,808.54 | Cum | 660 | ₹11,93,636.4 |
| 4 | 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. | 2,210.44 | Cum | 53 | ₹1,17,153.32 |
| 5 | Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).
Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15
To achieve 95% Proctor density | 4,011.19 | Cum | 183 | ₹7,34,047.77 |
| 6 | 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 | 3,227.34 | Cum | 1,089 | ₹35,14,573.26 |
| 7 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 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 CIause- 502,112 | 14,343.75 | Sqm. | 33.5 | ₹4,80,515.63 |
| 8 | 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 | 14,343.75 | Sqm. | 10.75 | ₹1,54,195.31 |
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