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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹3.2 L (2.27%)Admitted-Finance | ₹1.4 Cr+₹3.2 L (2.27%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | O P Builders L2 | SHREE AADI SHIV CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 171.15 | Cum | 2,520 ₹4,31,298 | 2,320 ₹3,97,068 Lowest |
| 2.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm | 59,290 | Sqm | 13.2 ₹7,82,628 | 13 ₹7,70,770 Lowest |
| 3.00 | 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, VG-10 @ 3.3% 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 content as per job Mix Formula) | 112 | Cum | 6,247 ₹6,99,664 | 5,950 ₹6,66,400 Lowest |
| 4.00 | 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 @ 5% of mix 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) (Bitumen content as per job Mix Formula) | 1,426.25 | Cum | 7,668.6 ₹1,09,37,340.75 | 7,490 ₹1,06,82,612.5 Lowest |
| 5.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (S.O.R. Item No.-75270 10-21) | 2,039.8 | Sqm | 437.5 ₹8,92,412.5 | 395 ₹8,05,721 Lowest |
| 6.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2,037.5 | Cum | 300 ₹6,11,250 Lowest | 350 ₹7,13,125 |
Tender Value
₹1.5 Cr
EMD Value
₹3.3 L
Closing Date
2 Nov 2020, 3:00 pmClosed
Superintending Engineer
SE, Civil Circle, PWD, Haridwar.
Renewal work of Bahadarabad Dhanauri Imlikhera Bhagwanpur Gagalheri (S.H.-68) motor road by SDBC in District Haridwar Under Mahakumbh Mela-2021.
2020_pwd_26880_3
67/06C-Civil Circle/2020 Dated 12/10/2020
Open Tender
Civil Works
Item Wise
30 days
Roorkee
Bid Document
2 documents required · 2 mandatory
₹5,900
EE, CD, PWD, Roorkee.
₹3.3 L
Haridwar
23 Nov 2020
17 Oct 2020
2 Nov 2020
17 Oct 2020
2 Nov 2020
21 Oct 2020
20 Oct 2020
Amount
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.
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, VG-10 @ 3.3% 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 content as per job Mix Formula)
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 @ 5% of mix 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) (Bitumen content as per job Mix Formula)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (S.O.R. Item No.-75270 10-21)
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
O P Builders
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