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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹74,999.22 (0.36%)Admitted-Finance | ₹2.1 Cr+₹74,999.22 (0.36%) | L2 | Admitted-Finance |
| 3 | L3₹2.1 Cr+₹2.8 L (1.33%)Admitted-Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | ₹2.1 Cr+₹2.8 L (1.33%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| Sl No | Description | Qty | Unit | RAMA CONSTRUCTION L2 | M/S DOON INFRASTRUCTURE L1 | AA CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 811.92 | Cum | 1,500 ₹12,17,880 Lowest | 1,530 ₹12,42,237.6 | 1,540 ₹12,50,356.8 |
| 2.00 | 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 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 3 as per Technical Specification Clause 405. By Mechanical Means | 563.86 | Cum | 2,201.3 ₹12,41,225.02 | 2,192 ₹12,35,981.12 Lowest | 2,230 ₹12,57,407.8 |
| 3.00 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 14,186.49 | Sqm | 786.3 ₹1,11,54,837.09 | 782 ₹1,10,93,835.18 Lowest | 790 ₹1,12,07,327.1 |
| 4.00 | 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. Ordinary soil Upto 3 m depth | 959.22 | Cum | 341.6 ₹3,27,669.55 | 340 ₹3,26,134.8 Lowest | 345 ₹3,30,930.9 |
| 5.00 | 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 | 413.02 | Cum | 4,443.1 ₹18,35,089.16 | 4,423 ₹18,26,787.46 Lowest | 4,450 ₹18,37,939 |
| 6.00 | 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) R.C.C grade M 20 | 197.91 | Cum | 6,880.2 ₹13,61,660.38 | 6,846 ₹13,54,891.86 Lowest | 6,900 ₹13,65,579 |
| 7.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) | 5.23 | Tonne | 73,000 ₹3,81,790 | 72,968 ₹3,81,622.64 Lowest | 75,000 ₹3,92,250 |
| 8.00 | 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) | 520.34 | Cum | 6,348.4 ₹33,03,326.46 | 6,317 ₹32,86,987.78 Lowest | 6,500 ₹33,82,210 |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
10 Dec 2021, 1:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of internal road and drain in Dharampur Assembly, ward no 89 Tirupati Enclave, Chauhan Mohalla, Mehuwala, Shimla bye pass to telpur, Shimla bye pass to ISBT, Dron vihar, Binsar colony and Harbajwala Under State Sector, Distt. Dehradun.
2021_pwd_38951_1
8990/1C-9/21, dated 22.11.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Ward no 89 in Dharampur Assembly
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹4.7 L
Superintending Engineer, 9th Circle, PWD, Dehradun
5 Jan 2022
26 Nov 2021
10 Dec 2021
26 Nov 2021
10 Dec 2021
3 Dec 2021
2 Dec 2021
Amount
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 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 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 3 as per Technical Specification Clause 405. By Mechanical Means
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
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. 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
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) 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. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
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)
RAMA CONSTRUCTION
AA CONSTRUCTIONS
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