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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹38.9 L+₹1.9 L (5.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹39.9 L+₹2.9 L (7.73%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹41.7 L+₹4.7 L (12.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L4₹41.7 L+₹4.7 L (12.7%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LALIT CONTRACTOR L2 | M/S GAUHAR ALI CONSTRUCTION L1 | KESHAV PANERU CONTRACTOR L4 | MY BROTHERS CONSTRUCTION L6 | SINGH ENTERPRISES L3 | H K TRADERS L4 | MOHAN LAL BAJAJ L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 262.5 | Cum | 1,400 ₹3,67,500 | 1,357.59 ₹3,56,367.38 | 1,200 ₹3,15,000 | 2,116.6 ₹5,55,607.5 | 930 ₹2,44,125 Lowest | 1,200 ₹3,15,000 | 1,693 ₹4,44,412.5 |
| 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 | 262.5 | Cum | 1,000 ₹2,62,500 | 1,083.71 ₹2,84,473.88 | 800 ₹2,10,000 Lowest | 1,689.6 ₹4,43,520 | 950 ₹2,49,375 | 800 ₹2,10,000 Lowest | 1,350 ₹3,54,375 |
| 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 | 294 | Cum | 100 ₹29,400 Lowest | 242.51 ₹71,297.94 | 150 ₹44,100 | 378.1 ₹1,11,161.4 | 183 ₹53,802 | 150 ₹44,100 | 300 ₹88,200 |
| 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 | 83.3 | Cum | 1,000 ₹83,300 Lowest | 3,554.83 ₹2,96,117.34 | 4,000 ₹3,33,200 | 5,542.3 ₹4,61,673.59 | 4,300 ₹3,58,190 | 4,000 ₹3,33,200 | 4,430 ₹3,69,019 |
| 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 | 193.2 | Cum | 3,800 ₹7,34,160 | 3,652.84 ₹7,05,728.69 Lowest | 4,500 ₹8,69,400 | 5,695.1 ₹11,00,293.32 | 4,200 ₹8,11,440 | 4,500 ₹8,69,400 | 4,556 ₹8,80,219.2 |
| 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) | 26.6 | Cum | 3,200 ₹85,120 Lowest | 3,888.17 ₹1,03,425.32 | 4,500 ₹1,19,700 | 6,062 ₹1,61,249.2 | 4,000 ₹1,06,400 | 4,500 ₹1,19,700 | 4,849 ₹1,28,983.4 |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 560 | SQM | 100 ₹56,000 Lowest | 120.26 ₹67,345.6 | 150 ₹84,000 | 187.5 ₹1,05,000 | 290 ₹1,62,400 | 150 ₹84,000 | 150 ₹84,000 |
| 8.00 | EDGE BINDING CONCRETE P.C.C. grade M 20 Nominal mix (1:2:4) | 32.58 | Cum | 3,200 ₹1,04,256 Lowest | 3,888.17 ₹1,26,676.58 | 4,500 ₹1,46,610 | 6,062 ₹1,97,499.96 | 4,100 ₹1,33,578 | 4,500 ₹1,46,610 | 4,849 ₹1,57,980.42 |
| 9.00 | 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. | 2,625 | SQM | 630 ₹16,53,750 | 415.18 ₹10,89,847.5 Lowest | 600 ₹15,75,000 | 650 ₹17,06,250 | 570 ₹14,96,250 | 600 ₹15,75,000 | 520 ₹13,65,000 |
| 10.00 | Water Bound Macadam with Crushable
Screenings 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 | 196.88 | Cum | 1,400 ₹2,75,632 | 1,497.22 ₹2,94,772.67 | 1,200 ₹2,36,256 | 2,334.3 ₹4,59,576.98 | 950 ₹1,87,036 Lowest | 1,200 ₹2,36,256 | 1,867 ₹3,67,574.96 |
Tender Value
₹57.7 L
EMD Value
₹1.2 L
Closing Date
25 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer P. D. P.W.D. Rudrapur
Construction of various internal roads with Interlocking Tiles in Hill State Colony, Vijaynagar (Chandipur), under the State Plan, in Gadarpur Assembly Constituency of District Udham Singh Nagar.
2026_pwd_100348_1
2227/3AC Date 08.09.2026(2)
Open Tender
Civil Works - Roads
Item Rate
270 days
Gadarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer P. D. P.W.D. Rudrapur
₹1.2 L
28 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
25 Sept 2026
19 Sept 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 | 262.5 | 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 | 262.5 | 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 | 294 | 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 | 83.3 | 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 | 193.2 | 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) | 26.6 | Cum | - | - |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 560 | SQM | - | - |
| 8 | EDGE BINDING CONCRETE P.C.C. grade M 20 Nominal mix (1:2:4) | 32.58 | Cum | - | - |
| 9 | 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. | 2,625 | SQM | - | - |
| 10 | Water Bound Macadam with Crushable
Screenings 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 | 196.88 | Cum | - | - |
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