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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BISHT CONSTRUCITON 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.mannual means | 84.42 | cum | 2,601.5 ₹2,19,618.63 Lowest |
| 2.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 59,700 | sqm | 14.7 ₹8,77,590 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, 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 for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | 56.25 | cum | 10,489.4 ₹5,90,028.75 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 @ 4.5% 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 - 10 bitumen | 1,486.38 | cum | 12,336.4 ₹1,83,36,578.23 Lowest |
| 5.00 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 598.5 | cum | 64.2 ₹38,423.7 Lowest |
| 6.00 | 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. Mannual Means | 3,400 | mtr | 87.7 ₹2,98,180 Lowest |
| 7.00 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 5,537.5 | mtr | 3.5 ₹19,381.25 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹4 L
Closing Date
20 Dec 2021, 1:00 pmClosed
S.E 3rd Circle P.W.D Pithoragarh
Office of S.E 3rd Circle P.W.D Pithoragarh
Renewal Work with SBBC of Pithoragarh Jhulaghat motor road in km 6,7,8,13 to 16 and 19 to 22 under Annual Maintainance ( Length 11.00 km )
2021_pwd_39888_1
7527/ 984 C 03/2021 date 01-12-2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Pithoraagarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
E.E P.D P.W.D Pithoragarh
₹4 L
Pithoragarh
30 Dec 2021
10 Dec 2021
20 Dec 2021
10 Dec 2021
20 Dec 2021
11 Dec 2021
13 Dec 2021
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.mannual means
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-10 @ 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)
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 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 - 10 bitumen
Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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. Mannual Means
Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
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