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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | - | - | Rejected-Technical Rejected. |
| Sl No | Description | Qty | Unit | MARC ENGINEERIANS L1 |
|---|---|---|---|---|
| 1.00Package -3 | ||||
| 1.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction K.C. Drain | 785 | Cum | 300.86 ₹2,36,175.1 Lowest |
| 1.02 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 K.C. Drain | 102 | Cum | 5,011.62 ₹5,11,185.44 Lowest |
| 1.03 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) K.C. Drain | 248 | Cum | 4,887.26 ₹12,12,040.48 Lowest |
| 1.04 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,. | 80,300 | Sqm | 14.6 ₹11,72,540.6 Lowest |
| 1.05 | Providing and laying Dense Bituminous Macadam 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 @ 4.25% by weight of total mix 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. 507 complete in all respects.Grading II - 26.5mm nominal size | 182.5 | Cum | 7,767.87 ₹14,17,636.64 Lowest |
| 1.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix) | 2,299.5 | Cum | 9,092.24 ₹2,09,07,615.08 Lowest |
| 1.07 | 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 | 33,990 | Sqm | 12.35 ₹4,19,708.52 Lowest |
| 1.08 | 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. | 11,200 | Rmt | 14.8 ₹1,65,737.6 Lowest |
Tender Value
Refer Docs
EMD Value
₹6 L
Closing Date
19 Dec 2020, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Improvement of riding quality by 30 mm B.C. of Dehradun - Kimadi - Lambidhar - Motilal Nehru - Kartmakengi - Hollok - Company Garden Road and Road Safety under Central Special Assistance Scheme (2020-21).
2020_pwd_27950_1
5483/1C-9/2020, Dated 01-12-2020
Open Tender
Civil Works - Roads
Item Rate
90 days
Dehradun - Kimadi - Lambidhar M/R
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Pro. Division, PWD, Dehradun
₹6 L
Superintending Engineer, 9th Circle, PWD, Dehradun
26 Dec 2020
5 Dec 2020
19 Dec 2020
5 Dec 2020
19 Dec 2020
11 Dec 2020
11 Dec 2020
Amount
Package -3
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction K.C. Drain
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 K.C. Drain
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) K.C. Drain
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,.
Providing and laying Dense Bituminous Macadam 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 @ 4.25% by weight of total mix 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. 507 complete in all respects.Grading II - 26.5mm nominal size
Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)
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.
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