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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹14.6 L (3.99%)Admitted-Finance ROOMPUR | ₹3.8 Cr+₹14.6 L (3.99%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical BHAGWATI COMPLEX UNCHAPUL KALA DHUNGI ROAD HALDWANI NAINITAL | NAINITAL | UTTARAKHAND | 244713 | - | - | 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 | m/s kumar infratech L1 | KAWALJEET SINGH CONTRACTOR M180102125755307 L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material | 1,708 | cum | 1,595 ₹27,24,260 Lowest | 1,650 ₹28,18,200 |
| 2.00 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with vibratory roller to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 3,176 | cum | 2,260 ₹71,77,760 Lowest | 2,300 ₹73,04,800 |
| 3.00 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(0.275Kg/sqm) (For DBM) | 14,438 | Sqm | 11 ₹1,58,818 Lowest | 12 ₹1,73,256 |
| 4.00 | Providing and laying Dense Bituminous Macadam with 60-90 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 hyrostatic 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. | 2,454 | cum | 6,860 ₹1,68,34,440 Lowest | 7,200 ₹1,76,68,800 |
| 5.00 | Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification. | 43,313 | Sqm | 13 ₹5,63,069 Lowest | 14 ₹6,06,382 |
| 6.00 | Providing and laying Bituminous Concrete with 60-90 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) | 578 | cum | 7,970 ₹46,06,660 Lowest | 8,250 ₹47,68,500 |
| 7.00 | Construction of Subgrade and Earthen Shoulders
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. | 4,037 | cum | 355 ₹14,33,135 Lowest | 400 ₹16,14,800 |
| 8.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 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. | 518.2 | cum | 395 ₹2,04,689 | 300 ₹1,55,460 Lowest |
| 9.00 | 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 | 99 | cum | 4,480 ₹4,43,520 Lowest | 4,600 ₹4,55,400 |
| 10.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 388 | cum | 5,030 ₹19,51,640 Lowest | 5,100 ₹19,78,800 |
Tender Value
Refer Docs
EMD Value
₹7.4 L
Closing Date
11 May 2021, 3:00 pmClosed
Superintending Engineer
Superintending Engineer 4th Circle P.W.D. Rudrapur (U.S. Nagar)
Reconstruction /Strengthening of mukundpur paiga dhakia gulabo roads chainage 16.00 to 18.625 (Kataiya to Mdaiya) portion in Bazpur constituency under State Sector.
2021_pwd_32521_1
1076/23M-04/2020 Date 05.04.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Bazpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer C. D. P.W.D. Kashipur
₹7.4 L
Rudrapur
8 Jun 2021
30 Apr 2021
11 May 2021
30 Apr 2021
11 May 2021
30 Apr 2021
4 May 2021
Amount
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with vibratory roller to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(0.275Kg/sqm) (For DBM)
Providing and laying Dense Bituminous Macadam with 60-90 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 hyrostatic 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.
Tack coat using VG-10 grade bitumen @0.35kg/sqm,over normal bituminous surfaces. As per Technical Specification.
Providing and laying Bituminous Concrete with 60-90 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)
Construction of Subgrade and Earthen Shoulders 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.
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 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.
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
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Nominal mix 1:2:4 (Hand mixed)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia.
KAWALJEET SINGH CONTRACTOR M180102125755307
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