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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹35.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹37.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹37.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹40.2 LAdmitted-Fee/PreQual/Technical/Finance KANOURI BAJPUR DISTRICT UDHAM SINGH NAGAR | NAINITAL | UTTARAKHAND | 244715 | ₹40.2 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹40.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹40.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹41.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹41.3 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BKINC PROJECTS PRIVATE LIMITED L6 | JAGVEER SINGH SANDHU L3 | LALIT CONTRACTOR L1 | M/S GAUHAR ALI CONSTRUCTION L2 | R S INFRA ENTERPRISES L4 | M/S AKSHIT CHHABRA CONTRACTOR L7 | KESHAV PANERU CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 254.73 | Cum | 1,340 ₹3,41,338.2 | 1,229 ₹3,13,063.17 | 1,200 ₹3,05,676 | 1,134.4 ₹2,88,965.71 | 1,233.4 ₹3,14,183.98 | 1,550 ₹3,94,831.5 | 1,055 ₹2,68,740.15 Lowest |
| 2.00 | 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 For Grading I Material | 254.73 | Cum | 1,950 ₹4,96,723.5 | 1,542 ₹3,92,793.66 | 999 ₹2,54,475.27 Lowest | 1,421.09 ₹3,61,994.26 | 1,545.11 ₹3,93,585.87 | 2,000 ₹5,09,460 | 1,100 ₹2,80,203 |
| 3.00 | 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 aterial.Ordinary soil Upto 3 m depth | 131.25 | Cum | 360 ₹47,250 | 276 ₹36,225 | 217 ₹28,481.25 | 253.86 ₹33,319.13 | 275 ₹36,093.75 | 378.1 ₹49,625.63 | 200 ₹26,250 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 M10 Nominal mix 1:3:6 | 45 | Cum | 4,850 ₹2,18,250 | 4,040 ₹1,81,800 | 2,198 ₹98,910 Lowest | 3,721.1 ₹1,67,449.5 | 4,045 ₹1,82,025 | 5,542.3 ₹2,49,403.5 | 4,500 ₹2,02,500 |
| 5.00 | 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) | 11.5 | Cum | 6,062 ₹69,713 | 4,420 ₹50,830 | 3,186 ₹36,639 Lowest | 4,070.03 ₹46,805.35 | 4,425.26 ₹50,890.49 | 6,062 ₹69,713 | 4,500 ₹51,750 |
| 6.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 285 | Cum | 4,350 ₹12,39,750 | 4,152 ₹11,83,320 | 3,274 ₹9,33,090 Lowest | 3,823.69 ₹10,89,751.65 | 4,157.5 ₹11,84,887.5 | 5,695.1 ₹16,23,103.5 | 4,800 ₹13,68,000 |
| 7.00 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,547.25 | SQM | 580 ₹14,77,405 | 471 ₹11,99,754.75 | 550 ₹14,00,987.5 | 434.6 ₹11,07,034.85 Lowest | 472.5 ₹12,03,575.63 | 647.3 ₹16,48,834.93 | 600 ₹15,28,350 |
| 8.00 | 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 | 191.04 | Cum | 1,450 ₹2,77,008 | 1,701 ₹3,24,959.04 | 1,342 ₹2,56,375.68 | 1,567.25 ₹2,99,407.44 | 1,703.8 ₹3,25,493.95 | 2,334.3 ₹4,45,944.67 | 1,050 ₹2,00,592 Lowest |
| 9.00 | 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 | 191.04 | Cum | 1,450 ₹2,77,008 | 1,753 ₹3,34,893.12 | 1,382 ₹2,64,017.28 | 1,614.31 ₹3,08,397.78 | 1,754 ₹3,35,084.16 | 2,404.4 ₹4,59,336.58 | 1,050 ₹2,00,592 Lowest |
Tender Value
₹55.2 L
EMD Value
₹1.1 L
Closing Date
3 Aug 2026, 3:00 pmClosed
Executive Engineer
Office of The Executive Engineer P. D. P.W.D. Rudrapur
Construction of interlocking tile roads on internal routes in Ramjivanpur No. 3 and Majharshila villages within the Gadarpur Assembly constituency of Udham Singh Nagar district, under the State Plan.
2026_pwd_98108_1
1688/3AC Date 17.07.2026 (1)
Open Tender
Civil Works - Roads
Item Rate
180 days
Gadarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer P. D. P.W.D. Rudrapur
₹1.1 L
5 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1 | Cum | - | - |
| 2 | 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 For Grading I Material | 1 | Cum | - | - |
| 3 | 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 aterial.Ordinary soil Upto 3 m depth | - | 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 M10 Nominal mix 1:3:6 | - | Cum | - | - |
| 5 | 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) | - | Cum | - | - |
| 6 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | - | Cum | - | - |
| 7 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | SQM | - | - |
| 8 | 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 | 1 | Cum | - | - |
| 9 | 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 | 1 | Cum | - | - |
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