Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹15.5 L (8.36%)Admitted-Finance | ₹2.0 Cr+₹15.5 L (8.36%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹38.3 L (20.7%)Admitted-Finance | ₹2.2 Cr+₹38.3 L (20.7%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹56.0 L (30.3%)Admitted-Finance ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹2.4 Cr+₹56.0 L (30.3%) | L4 | Admitted-Finance |
| 5 | L5₹2.5 Cr+₹61.5 L (33.2%)Admitted-Finance KANOURI BAJPUR DISTRICT UDHAM SINGH NAGAR | NAINITAL | UTTARAKHAND | 244715 | ₹2.5 Cr+₹61.5 L (33.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Neeraj Mishra L4 | M/s SURESH CHANDRA BAJETHA L6 | m/s kumar infratech L1 | JAGVEER SINGH SANDHU L5 | Kamil Hasan L2 | NIRVANA INFRATECH L3 | M/S SHRISAI CONSTRUCTION CO L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00(1)Beriadaulat Rampurakaji Road Km 1 to 11 | ||||||||||
| 1.01 | WBM Grading 3, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means | 202.9 | cum | 2,400 ₹4,86,960 | 2,235 ₹4,53,481.5 | 1,200 ₹2,43,480 Lowest | 2,100 ₹4,26,090 | 1,400 ₹2,84,060 | 1,800 ₹3,65,220 | 2,251.8 ₹4,56,890.22 |
| 1.02 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | 33,000 | sqm | 10 ₹3,30,000 | 13.5 ₹4,45,500 | 5 ₹1,65,000 Lowest | 12 ₹3,96,000 | 10 ₹3,30,000 | 13 ₹4,29,000 | 13.5 ₹4,45,500 |
| 1.03 | Tack coat using VG-10 grade bitumen - Over normal bituminous surfaces @0.35kg/sqm, | 67,376.6 | sqm | 15 ₹10,10,649 | 20.5 ₹13,81,220.3 | 14 ₹9,43,272.4 | 19 ₹12,80,155.4 | 13 ₹8,75,895.8 Lowest | 17 ₹11,45,402.2 | 20.5 ₹13,81,220.3 |
| 1.04 | Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) Grading II 19mm nominal size. | 167.8 | cum | 8,000 ₹13,42,400 | 7,680 ₹12,88,704 | 5,000 ₹8,39,000 Lowest | 7,700 ₹12,92,060 | 6,500 ₹10,90,700 | 5,800 ₹9,73,240 | 7,703 ₹12,92,563.4 |
| 1.05 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with ensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | 1,642.5 | cum | 9,500 ₹1,56,03,750 | 9,700 ₹1,59,32,250 | 7,500 ₹1,23,18,750 Lowest | 9,710 ₹1,59,48,675 | 8,000 ₹1,31,40,000 | 8,900 ₹1,46,18,250 | 9,725.3 ₹1,59,73,805.25 |
| 2.00(2)Gajrola Gobra Road Km 1 to 3 | ||||||||||
| 2.01 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, as per technical specification. | 13,988 | Sqm | 15 ₹2,09,820 | 20.5 ₹2,86,754 | 14 ₹1,95,832 | 19 ₹2,65,772 | 13 ₹1,81,844 Lowest | 17 ₹2,37,796 | 20.5 ₹2,86,754 |
| 2.02 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504. (Density 2.20) (Bitumen mecadam Grading II using VG-30 @ 3.40% of the weight of total for grading II 19mm nominal size ( Rates shall be based on bitumin content 3.40% of total mix by weight and density of finished B.M. as 2.20ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 44798.50 per MT and agreate @ Rs. 1569.80 per cum inclusive of cartage). | 32 | cum | 7,500 ₹2,40,000 | 7,680 ₹2,45,760 | 5,000 ₹1,60,000 Lowest | 7,700 ₹2,46,400 | 6,500 ₹2,08,000 | 5,800 ₹1,85,600 | 7,703 ₹2,46,496 |
| 2.03 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | 330 | cum | 9,000 ₹29,70,000 | 9,700 ₹32,01,000 | 7,500 ₹24,75,000 Lowest | 9,700 ₹32,01,000 | 8,000 ₹26,40,000 | 8,900 ₹29,37,000 | 9,725.3 ₹32,09,349 |
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
14 Jun 2024, 3:00 pmClosed
SE 4th Circle PWD Rudrapur
Office of SE 4th Circle PWD Rudrapur
As per BOQ
2024_pwd_71893_1
1410/23M-04/2024 Dt 22-05-24
Open Tender
Civil Works
Item Rate
180 days
Bazpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE CD PWD Kashipur
₹5 L
Office of SE 4th Circle PWD Rudrapur
9 Aug 2024
29 May 2024
14 Jun 2024
29 May 2024
14 Jun 2024
1 Jun 2024
1 Jun 2024
Amount
(1)Beriadaulat Rampurakaji Road Km 1 to 11
WBM Grading 3, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
Tack coat using VG-10 grade bitumen - Over normal bituminous surfaces @0.35kg/sqm,
Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) Grading II 19mm nominal size.
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with ensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
(2)Gajrola Gobra Road Km 1 to 3
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, as per technical specification.
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504. (Density 2.20) (Bitumen mecadam Grading II using VG-30 @ 3.40% of the weight of total for grading II 19mm nominal size ( Rates shall be based on bitumin content 3.40% of total mix by weight and density of finished B.M. as 2.20ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumin @ 44798.50 per MT and agreate @ Rs. 1569.80 per cum inclusive of cartage).
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
(3)Bazpur Chakarpur Road Km 1
WBM Grading 3, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
Tack coat using VG-10 grade bitumen - Over normal bituminous surfaces @0.35kg/sqm,
Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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 Technical Specification Clause 504. (Bitumen VG-30 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) Grading II 19mm nominal size.
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with ensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
Kamil Hasan
NIRVANA INFRATECH
Neeraj Mishra
JAGVEER SINGH SANDHU
M/s SURESH CHANDRA BAJETHA
M/S SHRISAI CONSTRUCTION CO
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .