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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹8.2 L (3.37%)Admitted-Finance | ₹2.5 Cr+₹8.2 L (3.37%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 5 | Not Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| Sl No | Description | Qty | Unit | Rama Gupta Constructions L1 | AKBUILDSOLUTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method.
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- II Material | 1,660.51 | Cum | 2,000 ₹33,21,020 Lowest | 2,100 ₹34,87,071 |
| 2.00 | WBM Grading 2
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 2 as per Technical Specification Clause 405. By Mechanical Means.SOR No. 4-7-2-B | 889.61 | Cum | 2,715 ₹24,15,291.15 Lowest | 2,750 ₹24,46,427.5 |
| 3.00 | 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. By Mechanincal Means. SOR No. 4-7-3-B | 1,241.76 | Cum | 2,735 ₹33,96,213.6 Lowest | 2,800 ₹34,76,928 |
| 4.00 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 17,681.25 | Sqm | 781 ₹1,38,09,056.25 Lowest | 810 ₹1,43,21,812.5 |
| 5.00 | 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. Ordinary soil. Upto 3 m depth. | 173.94 | Cum | 340 ₹59,139.6 Lowest | 360 ₹62,618.4 |
| 6.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 43.49 | Cum | 4,720 ₹2,05,272.8 Lowest | 4,800 ₹2,08,752 |
| 7.00 | 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 20 Nominal mix 1:2:4 | 98.12 | Cum | 5,985 ₹5,87,248.2 Lowest | 6,000 ₹5,88,720 |
| 8.00 | 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. | 1,414.5 | Cum | 385 ₹5,44,582.5 Lowest | 400 ₹5,65,800 |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
18 Sept 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Under respected CM announcement no. 206/2020, Internal road and Drain Formation in Village Selaqui, Sahaspur Constituency, Dist. Dehradun. (C.D.Dun)
2021_pwd_36118_1
6941/1C-9/21, Dated 26.08.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Village Selaqui
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹5.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
11 Oct 2021
3 Sept 2021
18 Sept 2021
3 Sept 2021
18 Sept 2021
10 Sept 2021
9 Sept 2021
Amount
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method. 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- II Material
WBM Grading 2 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 2 as per Technical Specification Clause 405. By Mechanical Means.SOR No. 4-7-2-B
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. By Mechanincal Means. SOR No. 4-7-3-B
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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. Ordinary soil. Upto 3 m depth.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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 20 Nominal mix 1:2:4
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.
AKBUILDSOLUTION PVT LTD
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