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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹59.8 L (37.0%)Admitted-Finance | ₹2.2 Cr+₹59.8 L (37.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJA INFRACONSTRUCTION PVT LTD L2 | Sanjay Singh Bora L1 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00Improvement Work | |||||
| 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Manual Means | 221.77 | cum | 3,140 ₹6,96,357.8 | 2,497.61 ₹5,53,894.97 Lowest |
| 1.02 | Tack coat using VG-10 grade bitumenOver dry and hungry bituminous surfaces @0.40 kg/sqm | 63,215 | Sqm | 20.5 ₹12,95,907.5 | 15.57 ₹9,84,257.55 Lowest |
| 1.03 | 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-10 @ 3.3% of the weight of mix has been used) | 287 | cum | 9,500 ₹27,26,500 | 7,381.58 ₹21,18,513.46 Lowest |
| 1.04 | Semi - Dense Bituminous Concrete
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 for Grading II (10 mm nominal size) | 1,437 | cum | 12,000 ₹1,72,44,000 | 8,630.91 ₹1,24,02,617.67 Lowest |
| 1.05 | Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause
1903 | 576.25 | Sqm | 130 ₹74,912.5 | 12.42 ₹7,157.02 Lowest |
| 1.06 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (By Mechnical Means) | 6,089 | Rmt | 17 ₹1,03,513 | 14.9 ₹90,726.1 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
9 Jun 2021, 11:00 amClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Renewal work by SDBC in district Almora under Annual Maintenance 2021 22 of Bhatrojkhan Bhikiyasen Chokutiya Motor Road
2021_pwd_33027_1
1799/Nivida-01/2021 dated 21/05/2021
Open Tender
Civil Works
Item Rate
272 days
Ranikhet
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE PD PWD Almora
₹3.4 L
Almora
5 Jul 2021
25 May 2021
9 Jun 2021
26 May 2021
9 Jun 2021
2 Jun 2021
1 Jun 2021
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Improvement Work
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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Manual Means
Tack coat using VG-10 grade bitumenOver dry and hungry bituminous surfaces @0.40 kg/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-10 @ 3.3% of the weight of mix has been used)
Semi - Dense Bituminous Concrete 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 for Grading II (10 mm nominal size)
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (By Mechnical Means)
RAJA INFRACONSTRUCTION PVT LTD
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