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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹50.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹51.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹51.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹52.0 LAdmitted-Fee/PreQual/Technical/Finance KANOURI BAJPUR DISTRICT UDHAM SINGH NAGAR | NAINITAL | UTTARAKHAND | 244715 | ₹52.0 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹60.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹60.5 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹62.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹62.9 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BKINC PROJECTS PRIVATE LIMITED L4 | M/S RAKESH CHHABRA CONTRACTOR L5 | JAGVEER SINGH SANDHU L3 | Deepa Kandpal L1 | SINGH ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|---|
| 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 For Grading I Material | 386.4 | Cum | 1,950 ₹7,53,480 | 1,865 ₹7,20,636 | 1,229 ₹4,74,885.6 | 1,500 ₹5,79,600 | 1,030 ₹3,97,992 Lowest |
| 2.00 | 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 | 386.4 | Cum | 1,300 ₹5,02,320 | 1,489 ₹5,75,349.6 | 1,542 ₹5,95,828.8 | 900 ₹3,47,760 Lowest | 1,216 ₹4,69,862.4 |
| 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 material.Ordinary soil Upto 3 m depth | 126 | Cum | 310 ₹39,060 | 333 ₹41,958 | 275 ₹34,650 | 200 ₹25,200 Lowest | 250 ₹31,500 |
| 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 Nominal mix 1:3:6 | 63 | Cum | 4,126.5 ₹2,59,969.5 | 4,884 ₹3,07,692 | 4,040 ₹2,54,520 | 3,500 ₹2,20,500 Lowest | 4,000 ₹2,52,000 |
| 5.00 | 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 | 231.84 | Cum | 4,800 ₹11,12,832 | 5,019 ₹11,63,604.96 | 4,152 ₹9,62,599.68 | 3,500 ₹8,11,440 Lowest | 4,300 ₹9,96,912 |
| 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) | 12.6 | Cum | 5,800 ₹73,080 | 5,343 ₹67,321.8 | 4,420 ₹55,692 | 4,000 ₹50,400 Lowest | 5,300 ₹66,780 |
| 7.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 3,864 | SQM | 640 ₹24,72,960 | 570 ₹22,02,480 | 471 ₹18,19,944 Lowest | 555 ₹21,44,520 | 590 ₹22,79,760 |
| 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 | 289.8 | Cum | 1,450 ₹4,20,210 | 2,057 ₹5,96,118.6 | 1,701 ₹4,92,949.8 | 1,500 ₹4,34,700 | 1,050 ₹3,04,290 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 | 289.8 | Cum | 1,450 ₹4,20,210 | 2,119 ₹6,14,086.2 | 1,753 ₹5,08,019.4 | 1,500 ₹4,34,700 | 1,028 ₹2,97,914.4 Lowest |
Tender Value
₹71.4 L
EMD Value
₹1.4 L
Closing Date
3 Aug 2026, 3:00 pmClosed
Executive Engineer
Office of The Executive Engineer P. D. P.W.D. Rudrapur
Construction of various roads using interlocking tiles in the Jaynagar No. 4 Colony, located within the Gadarpur Assembly constituency of Udham Singh Nagar district, under the State Plan.
2026_pwd_98109_1
1688/3AC Date 17.07.2026 (2)
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
₹1.4 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 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 For Grading I Material | 1 | Cum | - | - |
| 2 | 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 | - | - |
| 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 material.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 M 10 Nominal mix 1:3:6 | - | Cum | - | - |
| 5 | 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 | - | - |
| 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) | 1 | Cum | - | - |
| 7 | 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 | - | 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 | - | Cum | - | - |
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