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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹23.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.8 L+₹1.9 L (8.05%)Admitted-Fee/PreQual/Technical/Finance | ₹25.8 L+₹1.9 L (8.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹26.0 L+₹2.1 L (8.82%)Admitted-Fee/PreQual/Technical/Finance | ₹26.0 L+₹2.1 L (8.82%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | M/s Rajav Contractor L1 | M/s M.H. Contractor L2 | m/s ABVL Infratech L3 |
|---|---|---|---|---|---|---|
| 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. | 90 | cum | 500 ₹45,000 | 500 ₹45,000 | 100 ₹9,000 Lowest |
| 2.00 | 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. | 45 | Cum | 1,100 ₹49,500 | 100 ₹4,500 Lowest | 100 ₹4,500 Lowest |
| 3.00 | 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. | 45 | Cum | 1,200 ₹54,000 | 2,100 ₹94,500 | 100 ₹4,500 Lowest |
| 4.00 | 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 10 | 133.94 | Cum | 1,000 ₹1,33,940 | 1,500 ₹2,00,910 | 500 ₹66,970 Lowest |
| 5.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 3,307.5 | Sqm | 520 ₹17,19,900 | 499 ₹16,50,442.5 Lowest | 620 ₹20,50,650 |
| 6.00 | 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) | 155.03 | Cum | 2,500 ₹3,87,575 Lowest | 3,786 ₹5,86,943.58 | 3,000 ₹4,65,090 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
12 Aug 2026, 12:00 pmClosed
Executive Engineer
Office of EE, CD, PWD Laksar
Construction of roads using CC interlocking tiles in the internal lanes of Prahladpur village within the Khanpur Assembly constituency of Haridwar district under the State Plan for the year 2026-27.
2026_pwd_97712_1
Vide Letter No. 996/6A(Nivida) Dated 18.06.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Khanpur
As Per condition
2 documents required · 2 mandatory
₹4,720
EE CD PWD Laksar (through E-Challan)
₹1.4 L
17 Aug 2026
16 Jul 2026
13 Aug 2026
16 Jul 2026
12 Aug 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 90 | cum | - | - |
| 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. | 45 | Cum | - | - |
| 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. | 45 | Cum | - | - |
| 4 | 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 10 | 133.94 | Cum | - | - |
| 5 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 3,307.5 | Sqm | - | - |
| 6 | 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) | 155.03 | Cum | - | - |
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