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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.7 LAdmitted-Fee/PreQual/Technical/Finance CANAL ROAD BANBASA CHAMPAWAT | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹80.5 L+₹76,079.10 (0.95%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹81.2 L+₹1.4 L (1.81%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹82.2 L+₹2.5 L (3.08%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹85.0 L+₹5.3 L (6.60%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Lal Bahadur L6 | NARENDER SINGH L5 | M/S ABHISHEK JAIN CONTRACTOR L3 | Balaji traders/Manoj Kumar L4 | BAHADUR SINGH PATNI CONTRACTOR L1 | M/s MANVEER SINGH CONTACTOR L2 | HARISH CHAND RAJWAR L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of Flexible Pavements Dismantling disposal lead of of unserviceable of flexible dismantled pavements and materials 100 m, stacking serviceable and materials separately per Technical Specification Clause 202 By Mechanical Means Bituminous Courses | 55.39 | Cum | 251.86 ₹13,950.53 | 292 ₹16,173.88 | 230.94 ₹12,791.77 | 233.86 ₹12,953.51 | 100 ₹5,539 Lowest | 300 ₹16,617 | 251 ₹13,902.89 |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,871.87 | Cum | 374.81 ₹7,01,595.59 | 262 ₹4,90,429.94 | 343.68 ₹6,43,324.28 | 348.02 ₹6,51,448.2 | 250 ₹4,67,967.5 | 50 ₹93,593.5 Lowest | 375 ₹7,01,951.25 |
| 3.00 | 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 | 247.5 | Cum | 1,607.96 ₹3,97,970.1 | 1,500 ₹3,71,250 | 1,474.43 ₹3,64,921.43 | 1,493.06 ₹3,69,532.35 | 1,200 ₹2,97,000 | 900 ₹2,22,750 Lowest | 1,601 ₹3,96,247.5 |
| 4.00 | 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 | 266.21 | Cum | 1,852.76 ₹4,93,223.24 | 1,600 ₹4,25,936 | 1,698.89 ₹4,52,261.51 | 1,720.37 ₹4,57,979.7 | 1,200 ₹3,19,452 Lowest | 2,000 ₹5,32,420 | 1,852 ₹4,93,020.92 |
| 5.00 | 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 | 621.75 | Cum | 1,907.79 ₹11,86,168.43 | 1,719 ₹10,68,788.25 | 1,749.36 ₹10,87,664.58 | 1,771.47 ₹11,01,411.47 | 1,200 ₹7,46,100 Lowest | 2,000 ₹12,43,500 | 1,907 ₹11,85,677.25 |
| 6.00 | 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. | 7,630 | Sqm | 508.2 ₹38,77,566 | 543 ₹41,43,090 | 465.99 ₹35,55,503.7 Lowest | 471.88 ₹36,00,444.4 | 540 ₹41,20,200 | 510 ₹38,91,300 | 508 ₹38,76,040 |
| 7.00 | 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 | 75.77 | cum | 4,880.73 ₹3,69,812.91 | 4,600 ₹3,48,542 | 4,475.4 ₹3,39,101.06 | 4,531.97 ₹3,43,387.37 | 4,000 ₹3,03,080 | 3,800 ₹2,87,926 Lowest | 4,880 ₹3,69,757.6 |
| 8.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material.Upto 3 m depth. | 206.94 | Cum | 296.85 ₹61,430.14 | 290 ₹60,012.6 | 272.19 ₹56,327 | 275.63 ₹57,038.87 | 250 ₹51,735 Lowest | 300 ₹62,082 | 296 ₹61,254.24 |
| 9.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 35.24 | Cum | 1,452.2 ₹51,175.53 | 1,400 ₹49,336 | 1,331.6 ₹46,925.58 | 1,348.43 ₹47,518.67 | 1,200 ₹42,288 Lowest | 1,700 ₹59,908 | 1,452 ₹51,168.48 |
| 10.00 | 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 | 50.28 | Cum | 4,443.12 ₹2,23,400.07 | 4,109 ₹2,06,600.52 | 4,074.13 ₹2,04,847.26 | 4,125.63 ₹2,07,436.68 | 4,000 ₹2,01,120 | 3,600 ₹1,81,008 Lowest | 4,442 ₹2,23,343.76 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
8 Oct 2026, 5:00 pmClosed
Executive Engineer, CD, PWD, Khatima (U.S. Nagar)
Office of The Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Reconstruction of Road by Interlocking Tiles from Mantri Mukhtyar Singh house towards Sheetal Singh house in Pratappur No. 7 of Vill Pratappur in Khatima constituency of Udham Singh Nagar district under State Plan
2026_pwd_100695_1
EE TN 1923/5AC Date 22-09-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Khatima
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, CD, PWD, Khatima (U.S. Nagar)
₹2.3 L
13 Oct 2026
28 Sept 2026
9 Oct 2026
28 Sept 2026
8 Oct 2026
28 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Flexible Pavements Dismantling disposal lead of of unserviceable of flexible dismantled pavements and materials 100 m, stacking serviceable and materials separately per Technical Specification Clause 202 By Mechanical Means Bituminous Courses | 55.39 | Cum | 320.8 | ₹17,769.11 |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,871.87 | Cum | 477.4 | ₹8,93,630.74 |
| 3 | 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 | 247.5 | Cum | 2,048.1 | ₹5,06,904.75 |
| 4 | 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 | 266.21 | Cum | 2,359.9 | ₹6,28,228.98 |
| 5 | 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 | 621.75 | Cum | 2,430 | ₹15,10,852.5 |
| 6 | 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. | 7,630 | Sqm | 647.3 | ₹49,38,899 |
| 7 | 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 | 75.77 | cum | 6,216.7 | ₹4,71,039.36 |
| 8 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material.Upto 3 m depth. | 206.94 | Cum | 378.1 | ₹78,244.01 |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 35.24 | Cum | 1,849.7 | ₹65,183.43 |
| 10 | 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 | 50.28 | Cum | 5,659.3 | ₹2,84,549.6 |
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