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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹30.4 L (20.6%)Admitted-Finance 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹1.8 Cr+₹30.4 L (20.6%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per attached letter. |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per attached letter. |
| 5 | Rejected-Technical 5 A WEST REST CAMP DEHRADUN | - | - | Rejected-Technical As per attached letter. |
| Sl No | Description | Qty | Unit | M/s Rakesh Kumar L1 | MARC ENGINEERIANS L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections | 1,263.03 | Cum | 34.22 ₹43,225.94 Lowest | 36.6 ₹46,226.9 |
| 2.00 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar | 167.4 | Cum | 334.79 ₹56,043.51 Lowest | 380 ₹63,612 |
| 3.00 | Dismantling of Structures 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 Clause 202. By Mechanical Means Cement Concrete | 276.75 | Cum | 558.72 ₹1,54,624.65 Lowest | 606 ₹1,67,710.5 |
| 4.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 835.22 | Cum | 1,329.03 ₹11,10,034.11 Lowest | 1,398 ₹11,67,637.56 |
| 5.00 | 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 | 601.91 | Cum | 1,955.74 ₹11,77,177.06 Lowest | 2,615 ₹15,73,994.65 |
| 6.00 | 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 Manual Means | 835.69 | Cum | 2,099.9 ₹17,54,865.43 Lowest | 2,693 ₹22,50,513.17 |
| 7.00 | Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical pecification Clause 1504. | 11,142 | Sqm | 588.71 ₹65,59,384.54 Lowest | 742 ₹82,67,364 |
| 8.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 675.7 | Cum | 325.96 ₹2,20,248.47 Lowest | 380 ₹2,56,766 |
| 9.00 | 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.(Based on PWD specifications) | 270.27 | Cum | 4,272.11 ₹11,54,623.71 Lowest | 4,643 ₹12,54,863.61 |
| 10.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4) | 405.43 | Cum | 6,004.56 ₹24,34,430.38 Lowest | 6,526 ₹26,45,836.18 |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
24 Oct 2024, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Construction of interlocking tile and drain in the internal roads of Deepnagar ward no.-82 and Kedarpur ward no.-83 of Dharampur constituency in Dehradun district under State Sector.
2024_pwd_76279_1
5979/1C-9/2024, Dated 21.09.2024
Open Tender
Civil Works - Roads
Item Rate
365 days
Deepnagar and Kedarpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹3.9 L
Superintending Engineer, 9th Circle, PWD, Dehradun
17 Dec 2024
25 Sept 2024
24 Oct 2024
25 Sept 2024
24 Oct 2024
10 Oct 2024
9 Oct 2024
Amount
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Cement mortar
Dismantling of Structures 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 Clause 202. By Mechanical Means Cement Concrete
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel
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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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
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 Manual Means
Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical pecification Clause 1504.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
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.(Based on PWD specifications)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202 Bituminous Courses
MARC ENGINEERIANS (BID ID -341370)
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