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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.5 CrAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹10.7 Cr
EMD Value
₹21.4 L
Closing Date
26 Jul 2023, 6:00 pmClosed
Addl. Chief Engineer
PWD Zone Jodhpur-II HQ Barmer
Construction of Various BT road in UCRV Scheme (Declared after Census 2011) in Barmer District Package No. RJ-05-196/UCRV/2023-24
2023_CEPWD_343448_13
NIT No 04/2023-24 ACE ZONE BMR
Open Tender
Civil Works
Percentage
270 days
Barmer
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
Ex. En. PWD Dn. Baitu office ID 18643
₹21.4 L
Yes
2 Aug 2023
22 Jun 2023
27 Jul 2023
22 Jun 2023
26 Jul 2023
22 Jun 2023
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 | AR to Bherasar Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By mechanical Means . B. In area of light jungle. | 4 | Hect. | 13,745 | ₹54,980 |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 4,920 | Cum | 69 | ₹3,39,480 |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 5,000 | Cum | 146 | ₹7,30,000 |
| 4 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | 5,400 | Cum | 80 | ₹4,32,000 |
| 5 | Embankment Construction with Material Obtained from Borrow Pits (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 to meet requirement of table 300-2) | 5,525 | Cum | 130 | ₹7,18,250 |
| 6 | By Mix in Place Method (Construction of granular sub-base by providing close 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 clause 401) (incl. lead upto 1000M & all lifts).for grading-III Material | 7,155 | Cum | 431 | ₹30,83,805 |
| 7 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means . Grading- II (Using Screening Crushable type such as Moorum or Gravel) | 1,755 | Cum | 1,126 | ₹19,76,130 |
| 8 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means.Grading- III (Using Screening Crushable type such as Moorum or Gravel) | 1,755 | Cum | 1,208 | ₹21,20,040 |
| 9 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) Add extra to item No. 6.1 for additional 0.1 Kg. Per Sqm emulsion. | 23,400 | Sqm | 45 | ₹10,53,000 |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Add extra to item No. 6.2 for additional 0.1 Kg. Per Sqm emulsion | 23,400 | Sqm | 14.75 | ₹3,45,150 |
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