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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹19.7 L (11.0%)Admitted-Finance | ₹2.0 Cr+₹19.7 L (11.0%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | 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 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | SHREE AADI SHIV CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and applying primer coat with bitumen emulsion SS -1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means. | 10,370 | sqm | - | - |
| 2.00 | Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 cleaned with mechanical broom.For DBM | 10,370 | sqm | - | - |
| 3.00 | 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 compactioas per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size VG 30 | 518.5 | Cum | - | - |
| 4.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the p on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification for BC | 10,370 | sqm | - | - |
| 5.00 | 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 respect for Grading-II (bituminous binder @ 5.4 % of mix) VG 30 | 311.1 | Cum | - | - |
| 6.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.including Dewatering as required | 1,212.1 | Cum | - | - |
| 7.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification For Cement Concrete | 386.75 | Cum | - | - |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 133.87 | Cum | - | - |
| 9.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M -30 | 546.05 | Cum | - | - |
| 10.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010, 1202 | 64.29 | MT | - | - |
Tender Value
₹2.4 Cr
EMD Value
₹4.4 L
Closing Date
11 Sept 2020, 3:00 pmClosed
SE, Civil Circle, PWD, Haridwar
SE, Civil Circle, PWD, Haridwar
Repair of Damaged road surface with DBM, BC and interlocking tiles from Km. 194 to 204 (Ch. 193.400 to 203.500) and Const. of RCC nala from Km. 199 (Ch. 198.015 to 198.450) of Old Delhi Niti Pass road in Haridwar City under deposit work.
2020_pwd_25815_1
1698/6 C-civil circle/20 dated 14.08.2020
Open Tender
Civil Works - Roads
Item Rate
91 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE, PD, PWD, Haridwar
₹4.4 L
SE, Civil Circle, PWD, Haridwar
18 Sept 2020
27 Aug 2020
11 Sept 2020
27 Aug 2020
11 Sept 2020
3 Sept 2020
2 Sept 2020
Amount
Providing and applying primer coat with bitumen emulsion SS -1 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen emulsion RS-1 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 cleaned with mechanical broom.For DBM
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 compactioas per MoRTH specification clause No. 507 complete in all respects.Grading II - 26.5mm nominal size VG 30
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the p on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification for BC
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 respect for Grading-II (bituminous binder @ 5.4 % of mix) VG 30
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.including Dewatering as required
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification For Cement Concrete
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M -30
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010, 1202
Providing and Laying of Interlocking Concrete Block Pavements of M -35 grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. including 3cm thick avg. sand layer
SHREE AADI SHIV CONSTRUCTION
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