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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹29.5 L+₹23,892.70 (0.82%)Admitted-Fee/PreQual/Technical/Finance | ₹29.5 L+₹23,892.70 (0.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹29.5 L+₹32,100.04 (1.10%)Admitted-Fee/PreQual/Technical/Finance | ₹29.5 L+₹32,100.04 (1.10%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹30.5 L+₹1.2 L (4.22%)Admitted-Fee/PreQual/Technical/Finance | ₹30.5 L+₹1.2 L (4.22%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹32.1 L+₹2.9 L (9.75%)Admitted-Fee/PreQual/Technical/Finance | ₹32.1 L+₹2.9 L (9.75%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s GANI CONSTRUCTION CO. L1 | Global Associates L2 | M/s M.H. Contractor L3 | M/s Dev Traders L8 | NA CONSTRUCTION L5 | ANUJ CONTRACTOR L4 | m/s ABVL Infratech L7 | Rahul Kumar Contractor L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,853 | Cum | 100 ₹1,85,300 Lowest | 168 ₹3,11,304 | 110 ₹2,03,830 | 240 ₹4,44,720 | 150 ₹2,77,950 | 100 ₹1,85,300 Lowest | 200 ₹3,70,600 | 100 ₹1,85,300 Lowest |
| 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 | 364.5 | Cum | 800 ₹2,91,600 | 600 ₹2,18,700 Lowest | 786 ₹2,86,497 | 900 ₹3,28,050 | 800 ₹2,91,600 | 1,000 ₹3,64,500 | 1,000 ₹3,64,500 | 1,000 ₹3,64,500 |
| 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 | 253.13 | Cum | 1,000 ₹2,53,130 | 950 ₹2,40,473.5 Lowest | 1,078.6 ₹2,73,026.02 | 1,200 ₹3,03,756 | 1,000 ₹2,53,130 | 1,200 ₹3,03,756 | 1,200 ₹3,03,756 | 2,832.9 ₹7,17,091.98 |
| 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 | 253.13 | Cum | 1,000 ₹2,53,130 | 1,200 ₹3,03,756 | 1,078.6 ₹2,73,026.02 | 1,200 ₹3,03,756 | 1,000 ₹2,53,130 | 1,200 ₹3,03,756 | 1,500 ₹3,79,695 | 100 ₹25,313 Lowest |
| 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. | 3,015 | Sqm | 540 ₹16,28,100 | 510 ₹15,37,650 | 530 ₹15,97,950 | 580 ₹17,48,700 | 580 ₹17,48,700 | 500 ₹15,07,500 Lowest | 500 ₹15,07,500 Lowest | 500 ₹15,07,500 Lowest |
| 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 | 39.85 | Cum | 3,000 ₹1,19,550 | 2,950 ₹1,17,557.5 | 3,500 ₹1,39,475 | 2,500 ₹99,625 Lowest | 3,000 ₹1,19,550 | 3,500 ₹1,39,475 | 3,500 ₹1,39,475 | 3,000 ₹1,19,550 |
| 7.00 | 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 | 39.5 | Cum | 60 ₹2,370 | 50 ₹1,975 Lowest | 100 ₹3,950 | 150 ₹5,925 | 100 ₹3,950 | 100 ₹3,950 | 200 ₹7,900 | 378.1 ₹14,934.95 |
| 8.00 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material | 2.87 | Cum | 500 ₹1,435 | 10 ₹28.7 Lowest | 2,000 ₹5,740 | 1,200 ₹3,444 | 2,500 ₹7,175 | 1,000 ₹2,870 | 2,600 ₹7,462 | 2,687.2 ₹7,712.26 |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10 Nominal mix 1:3:6 | 5.84 | Cum | 200 ₹1,168 Lowest | 1,000 ₹5,840 | 3,000 ₹17,520 | 2,000 ₹11,680 | 5,000 ₹29,200 | 3,500 ₹20,440 | 4,000 ₹23,360 | 6,034 ₹35,238.56 |
| 10.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia | 7.5 | Rmt | 4,728 ₹35,460 | 4,000 ₹30,000 | 3,000 ₹22,500 | 2,600 ₹19,500 | 3,000 ₹22,500 | 1,500 ₹11,250 Lowest | 4,500 ₹33,750 | 4,728 ₹35,460 |
Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
12 Aug 2026, 2:00 pmClosed
Executive Engineer CDPWD Laksar
Office Executive Engineer CDPWD Laksar
Construction of a road by interlocking tiles from Balesh field to the Chauganiya Nath Temple towards the village of Maharajpur Kalan on the Raisi Bahalpuri route in the Laksar constituency of Haridwar district under the State Plan 2026 27
2026_pwd_98590_1
1149/6A(Tender) Dt 20/07/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Laksar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE CD PWD Laksar (through E Challan)
₹1.6 L
17 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1,853 | Cum | 397.2 | ₹7,36,011.6 |
| 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 | 364.5 | Cum | 2,150.8 | ₹7,83,966.6 |
| 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 | 253.13 | Cum | 2,832.9 | ₹7,17,091.98 |
| 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 | 253.13 | Cum | 2,942.9 | ₹7,44,936.28 |
| 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. | 3,015 | Sqm | 674.6 | ₹20,33,919 |
| 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 | 39.85 | Cum | 6,482.6 | ₹2,58,331.61 |
| 7 | 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 | 39.5 | Cum | 378.1 | ₹14,934.95 |
| 8 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material | 2.87 | Cum | 2,687.7 | ₹7,713.7 |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10 Nominal mix 1:3:6 | 5.84 | Cum | 6,036.6 | ₹35,253.74 |
| 10 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia | 7.5 | Rmt | 4,728 | ₹35,460 |
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