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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹22.0 L+₹1.1 L (5.26%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹22.3 L+₹1.4 L (6.78%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹22.7 L+₹1.8 L (8.50%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹23.0 L+₹2.2 L (10.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s GANI CONSTRUCTION CO. L4 | M/s Riyanshi Contractor, Prop. Naveen Kumar L3 | Global Associates L6 | A K Enterprises L2 | Arif Nawaz and Company L1 | M/s Amrej Khan Contractor L8 | M/S AMIT ASSOCIATES L7 | M/s M.H. Contractor L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 1,054.13 | Cum | 200 ₹2,10,826 | 127 ₹1,33,874.51 | 220 ₹2,31,908.6 | 162 ₹1,70,769.06 | 43 ₹45,327.59 Lowest | 90 ₹94,871.7 | 120 ₹1,26,495.6 | 178.6 ₹1,88,267.62 |
| 2.00 | 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 II Material | 410.06 | Cum | 800 ₹3,28,048 | 887 ₹3,63,723.22 | 600 ₹2,46,036 | 900 ₹3,69,054 | 800 ₹3,28,048 | 1,000 ₹4,10,060 | 1,000 ₹4,10,060 | 520 ₹2,13,231.2 Lowest |
| 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. | 189.84 | Cum | 1,050 ₹1,99,332 | 973 ₹1,84,714.32 | 1,100 ₹2,08,824 | 786 ₹1,49,214.24 Lowest | 1,050 ₹1,99,332 | 1,100 ₹2,08,824 | 1,100 ₹2,08,824 | 1,478 ₹2,80,583.52 |
| 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 | 189.84 | Cum | 1,050 ₹1,99,332 | 1,022 ₹1,94,016.48 | 1,400 ₹2,65,776 | 1,000 ₹1,89,840 Lowest | 1,100 ₹2,08,824 | 1,500 ₹2,84,760 | 1,100 ₹2,08,824 | 1,478 ₹2,80,583.52 |
| 5.00 | Providing and Laying of Interlocking Concrete Block Pavements of M-35 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,261.25 | Sqm | 520 ₹11,75,850 | 550 ₹12,43,687.5 | 530 ₹11,98,462.5 | 529 ₹11,96,201.25 | 510 ₹11,53,237.5 Lowest | 600 ₹13,56,750 | 550 ₹12,43,687.5 | 530 ₹11,98,462.5 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | 30.19 | Cum | 3,600 ₹1,08,684 | 2,557 ₹77,195.83 Lowest | 3,500 ₹1,05,665 | 3,000 ₹90,570 | 4,000 ₹1,20,760 | 3,000 ₹90,570 | 4,000 ₹1,20,760 | 4,000 ₹1,20,760 |
| 7.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 221.4 | Cum | 200 ₹44,280 | 150 ₹33,210 | 250 ₹55,350 | 149 ₹32,988.6 | 150 ₹33,210 | 10 ₹2,214 Lowest | 100 ₹22,140 | 100 ₹22,140 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
11 May 2026, 1:00 pmClosed
Executive Engineer CDPWD Laksar
Office Executive Engineer CDPWD Laksar
Under the State Plan 2026-27, new construction work with CC interlocking tiles on road from bridge over the Pathri River in Malakpur village of Laksar constituency, Haridwar district, towards the cemetery of Bukkanpur village.
2026_pwd_94333_1
490/6A(Tender) Date 02/04/2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Laksar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer CDPWD Laksar
₹1.3 L
13 May 2026
18 Apr 2026
11 May 2026
18 Apr 2026
11 May 2026
18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | Cum | - | - |
| 2 | 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 II Material | - | 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 | Providing and Laying of Interlocking Concrete Block Pavements of M-35 Grade 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 Nominal mix 1:2:4 | - | Cum | - | - |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | - | - |
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