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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹56.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹56.8 L+₹46,255.99 (0.82%)Admitted-Fee/PreQual/Technical/Finance | ₹56.8 L+₹46,255.99 (0.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹58.4 L+₹2.1 L (3.71%)Admitted-Fee/PreQual/Technical/Finance | ₹58.4 L+₹2.1 L (3.71%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹60.4 L+₹4.1 L (7.28%)Admitted-Fee/PreQual/Technical/Finance | ₹60.4 L+₹4.1 L (7.28%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohd Yunus Ansari L2 | M/s Rudra Construction L1 | Tulsi Constructions L3 | M/s M.H. Contractor L4 |
|---|---|---|---|---|---|---|---|
| 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.Ordinary soil Upto 3 m depth | 719.79 | Cum | 75.62 ₹54,430.52 Lowest | 202 ₹1,45,397.58 | 100 ₹71,979 | 100 ₹71,979 |
| 2.00 | Gravel/Soil-Aggregate Base (Table 400.2) Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | 314.88 | Cum | 861.8 ₹2,71,363.58 | 600 ₹1,88,928 Lowest | 600 ₹1,88,928 Lowest | 786 ₹2,47,495.68 |
| 3.00 | 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 | 236.16 | Cum | 2,485.44 ₹5,86,961.07 | 1,100 ₹2,59,776 | 1,300 ₹3,07,008 | 500 ₹1,18,080 Lowest |
| 4.00 | 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 | 708.47 | Cum | 953.99 ₹6,75,876.84 Lowest | 1,500 ₹10,62,705 | 1,500 ₹10,62,705 | 2,178.6 ₹15,43,472.74 |
| 5.00 | 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. | 3,467.5 | Sqm | 569.46 ₹19,74,616.28 | 600 ₹20,80,500 | 570 ₹19,76,475 | 530 ₹18,37,775 Lowest |
| 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) | 154.81 | Cum | 3,747.78 ₹5,80,193.82 | 4,100 ₹6,34,721 | 3,000 ₹4,64,430 Lowest | 3,786 ₹5,86,110.66 |
| 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 10 Nominal mix 1:3:6 | 42.19 | Cum | 3,470.7 ₹1,46,428.83 | 4,150 ₹1,75,088.5 | 3,000 ₹1,26,570 | 2,786 ₹1,17,541.34 Lowest |
| 8.00 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 5,883.75 | Sqm | 16.24 ₹95,552.1 Lowest | 35 ₹2,05,931.25 | 40 ₹2,35,350 | 37.86 ₹2,22,758.77 |
| 9.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5,883.75 | Sqm | 11.39 ₹67,031.68 | 9 ₹52,953.75 Lowest | 13 ₹76,488.75 | 10 ₹58,837.5 |
| 10.00 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 5,883.75 | Sqm | 147.76 ₹8,69,359.95 | 105 ₹6,17,793.75 Lowest | 155 ₹9,11,981.25 | 150 ₹8,82,562.5 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
12 May 2026, 2:30 pmClosed
EE, PD, PWD, Haridwar
EE, PD, PWD, Haridwar
Construction of interlocking tiles road from Ghosipura main road to village Ambuwala in constituency Haridwar Gramin Distt. Haridwar under State Sector (Job 6)
2026_pwd_94516_6
798/2A Dated 31.03.2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, PD, PWD, Haridwar (through E-Challan)
₹1.7 L
16 May 2026
22 Apr 2026
12 May 2026
22 Apr 2026
12 May 2026
29 Apr 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.Ordinary soil Upto 3 m depth | - | Cum | - | - |
| 2 | Gravel/Soil-Aggregate Base (Table 400.2) Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | - | Cum | - | - |
| 3 | 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 | - | - |
| 4 | 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 | - | - |
| 5 | 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 | - | - |
| 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) | - | Cum | - | - |
| 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 10 Nominal mix 1:3:6 | - | Cum | - | - |
| 8 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | - | - |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | - | - |
| 10 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | - | Sqm | - | - |
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