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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹49.6 L+₹2.1 L (4.41%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹50.2 L+₹2.6 L (5.47%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹52.1 L+₹4.5 L (9.53%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹58.7 L+₹11.1 L (23.4%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LALIT CONTRACTOR L1 | RAJPAL SINGH CONTRACTOR L5 | MY BROTHERS CONSTRUCTION L8 | KESHAV PANERU CONTRACTOR L4 | SHRI SHYAM ENTERPRISES L3 | M/S GAUHAR ALI CONSTRUCTION L2 | M/s Shri Radha Enterprises, Rudrapur L7 | MOHAN LAL BAJAJ L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 Upto 3 m depth | 175 | Cum | 50 ₹8,750 Lowest | 100 ₹17,500 | 378.1 ₹66,167.5 | 150 ₹26,250 | 200 ₹35,000 | 238.73 ₹41,777.75 | 378 ₹66,150 | 368 ₹64,400 |
| 2.00 | 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 | 70 | Cum | 50 ₹3,500 Lowest | 3,000 ₹2,10,000 | 5,542.3 ₹3,87,961 | 3,000 ₹2,10,000 | 3,500 ₹2,45,000 | 3,499.41 ₹2,44,958.7 | 5,542 ₹3,87,940 | 4,987.5 ₹3,49,125 |
| 3.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:4 cement mortar | 417 | Cum | 3,800 ₹15,84,600 | 4,100 ₹17,09,700 | 5,695.1 ₹23,74,856.7 | 4,000 ₹16,68,000 | 4,000 ₹16,68,000 | 3,595.89 ₹14,99,486.13 Lowest | 5,695 ₹23,74,815 | 5,068.64 ₹21,13,622.88 |
| 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 20 Nominal mix (1:2:4) | 13.8 | Cum | 50 ₹690 Lowest | 3,500 ₹48,300 | 6,062 ₹83,655.6 | 3,000 ₹41,400 | 3,500 ₹48,300 | 3,827.55 ₹52,820.19 | 6,061 ₹83,641.8 | 5,395 ₹74,451 |
| 5.00 | 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 | 562.5 | Cum | 800 ₹4,50,000 Lowest | 1,300 ₹7,31,250 | 2,116.6 ₹11,90,587.5 | 800 ₹4,50,000 Lowest | 1,000 ₹5,62,500 | 1,336.42 ₹7,51,736.25 | 2,115 ₹11,89,687.5 | 1,726.62 ₹9,71,223.75 |
| 6.00 | 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 | 281.25 | Cum | 800 ₹2,25,000 Lowest | 1,600 ₹4,50,000 | 2,334.3 ₹6,56,521.88 | 1,000 ₹2,81,250 | 1,100 ₹3,09,375 | 1,473.88 ₹4,14,528.75 | 2,333 ₹6,56,156.25 | 1,823.41 ₹5,12,834.06 |
| 7.00 | 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 ) | 281.25 | Cum | 800 ₹2,25,000 Lowest | 1,600 ₹4,50,000 | 2,404.4 ₹6,76,237.5 | 1,000 ₹2,81,250 | 1,100 ₹3,09,375 | 1,518.14 ₹4,26,976.88 | 2,404 ₹6,76,125 | 1,885.81 ₹5,30,384.06 |
| 8.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 3,750 | Sqm | 602 ₹22,57,500 | 600 ₹22,50,000 | 650 ₹24,37,500 | 600 ₹22,50,000 | 490 ₹18,37,500 | 408.71 ₹15,32,662.5 Lowest | 646 ₹24,22,500 | 640 ₹24,00,000 |
Tender Value
₹78.6 L
EMD Value
₹1.6 L
Closing Date
25 Sept 2026, 3:00 pmClosed
Executive Engineer
Office of The Executive Engineer P. D. P.W.D. Rudrapur
Construction of Tile Road from Khatola Haripura No. 2 Road to the residence of Shri Gopal Khadayat in Gram Sabha Madanapur, under the State Plan, in Gadarpur Assembly Constituency of District Udham Singh Nagar.
2026_pwd_100346_1
2227/3AC Date 08.09.2026(1)
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
₹1.6 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 | 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 Upto 3 m depth | 175 | Cum | - | - |
| 2 | 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 | 70 | Cum | - | - |
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:4 cement mortar | 417 | 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 20 Nominal mix (1:2:4) | 13.8 | Cum | - | - |
| 5 | 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 | 562.5 | Cum | - | - |
| 6 | 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 | 281.25 | Cum | - | - |
| 7 | 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 ) | 281.25 | Cum | - | - |
| 8 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 3,750 | Sqm | - | - |
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