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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC Accepted. |
| 2 | L2₹1.5 CrRejected-Finance | ₹1.5 Cr | L2 | Rejected-Finance Rejected. |
| 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 RAJ BUILDERS L1 | SHREE AADI SHIV CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 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 Gravel mix soil. (SOR No-4-11-2 MORD) | 2,126.3 | Cum | - | - |
| 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 (SOR No-4-7-3-B
MORD) | 984.4 | Cum | - | - |
| 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.(SOR No-2-6 MISC.) | 13,125 | Sqm | - | - |
| 4.00Construction of R/Wall | |||||
| 4.01 | Excavation in foundation for road in all types of soils and rocks including lead, lift and disposal of surplus materialsoils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.(SOR No-1-2 MISC.) | 234 | Cum | - | - |
| 4.02 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction (SOR No-1-3 MISC) | 468 | Cum | - | - |
| 5.00Construction of K.C. Drain | |||||
| 5.01 | Excavation in foundation for road in all types of soils and rocks including lead, lift and disposal of surplus materialsoils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge (SOR No-1-2 MISC.) | 214.5 | Cum | - | - |
| 5.02 | 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) (SOR No-2-2 MISC) | 71.5 | Cum | - | - |
| 5.03 | Plain 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) (SOR No-11-4-3-1 MORD) | 139.8 | Cum | - | - |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
15 Feb 2020, 11:00 amClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of various roads in Shivam Enclave Colony in Gram Panchayat Raiwala of Rishikesh Vidhansabha, District Dehradun under State Sector.
2020_pwd_22464_1
352/1C-9/2020, Dated 24-01-2020
Open Tender
Civil Works - Roads
270 days
Shivam Enclave Colony Raiwala
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹3.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
29 May 2026
1 Feb 2020
15 Feb 2020
1 Feb 2020
15 Feb 2020
7 Feb 2020
7 Feb 2020
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 Gravel mix soil. (SOR No-4-11-2 MORD)
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 (SOR No-4-7-3-B MORD)
Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.(SOR No-2-6 MISC.)
Construction of R/Wall
Excavation in foundation for road in all types of soils and rocks including lead, lift and disposal of surplus materialsoils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge.(SOR No-1-2 MISC.)
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction (SOR No-1-3 MISC)
Construction of K.C. Drain
Excavation in foundation for road in all types of soils and rocks including lead, lift and disposal of surplus materialsoils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge (SOR No-1-2 MISC.)
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) (SOR No-2-2 MISC)
Plain 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) (SOR No-11-4-3-1 MORD)
SHREE AADI SHIV CONSTRUCTION
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