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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 296 36 M S LAKSHYA CONSTRUCTION CO KADEPUR ROAD 094503 KANPUR NAGAR UTTAR PRADESH 208027 | KANPUR NAGAR | UTTAR PRADESH | 208027 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹2.6 L (2.11%)Admitted-Finance GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹1.2 Cr+₹2.6 L (2.11%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹5.3 L (4.35%)Admitted-Finance | ₹1.3 Cr+₹5.3 L (4.35%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | NARAYAN SINGH L2 | Baluni Enterprises L3 | M/S LAKSHYA CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|---|
| 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. | 1,100 | Cum | 1,265 ₹13,91,500 | 1,295 ₹14,24,500 | 1,240 ₹13,64,000 Lowest |
| 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/binding materials 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 | 750 | Cum | 1,792 ₹13,44,000 | 1,827 ₹13,70,250 | 1,756 ₹13,17,000 Lowest |
| 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 Mechanical Means | 750 | Cum | 1,877 ₹14,07,750 | 1,915 ₹14,36,250 | 1,839 ₹13,79,250 Lowest |
| 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. | 11,000 | Sqm | 712 ₹78,32,000 | 728 ₹80,08,000 | 697 ₹76,67,000 Lowest |
| 5.00Drain | ||||||
| 5.01 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 100 | Cum | 316 ₹31,600 | 324 ₹32,400 | 310 ₹31,000 Lowest |
| 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. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 20 | Cum | 3,710 ₹74,200 | 3,788 ₹75,760 | 3,638 ₹72,760 Lowest |
| 5.03 | 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) | 80 | Cum | 4,976 ₹3,98,080 | 5,076 ₹4,06,080 | 4,876 ₹3,90,080 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
17 Jun 2021, 11:00 amClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Construction of internal roads by Interlocking tiles in Kedarwala and Gram Panchayat Badamawala, Vikasnagar Constituency, Distt. Dehradun under State Sector.
2021_pwd_32420_1
2063/1C-9/21, Dated 15.04.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Kedarwala and Gram Panchayat Badamawala
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹3.1 L
Superintending Engineer, 9th Circle, PWD, Dehradun
29 Jun 2021
11 May 2021
21 Jun 2021
11 May 2021
17 Jun 2021
25 May 2021
24 May 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 Gravel mix soil.
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/binding materials 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 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.
Drain
Excavation in foundation for retaining & brest 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. 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)
NARAYAN SINGH
Baluni Enterprises
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