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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹2.4 L (0.77%)Admitted-Finance 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹3.2 Cr+₹2.4 L (0.77%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹2.4 L (0.78%)Admitted-Finance | ₹3.2 Cr+₹2.4 L (0.78%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical 5 A WEST REST CAMP DEHRADUN | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Rama Gupta Constructions L1 | M/s GANI CONSTRUCTION CO. L3 | Shivalik Infraventures (P) Limited L2 |
|---|---|---|---|---|---|---|
| 1.00External Development | ||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 1,593 | cum | 125 ₹1,99,125 Lowest | 134 ₹2,13,462 | 136.77 ₹2,17,874.61 |
| 1.02 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : 2.2.1 All kinds of soil | 633 | cum | 305 ₹1,93,065 | 301 ₹1,90,533 Lowest | 304.61 ₹1,92,818.13 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 185 | cum | 5,150 ₹9,52,750 Lowest | 5,176 ₹9,57,560 | 5,249.08 ₹9,71,079.8 |
| 1.04 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 3,117 | sqm | 160 ₹4,98,720 Lowest | 166 ₹5,17,422 | 168.67 ₹5,25,744.39 |
| 1.05 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum | 1,012 | Cum | 2,150 ₹21,75,800 | 2,201 ₹22,27,412 | 2,145.25 ₹21,70,993 Lowest |
| 1.06 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 for grading- II Material | 391 | Cum | 2,500 ₹9,77,500 Lowest | 2,700 ₹10,55,700 | 2,635.67 ₹10,30,546.97 |
| 1.07 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
for grading-III Material | 324 | Cum | 2,550 ₹8,26,200 Lowest | 2,720 ₹8,81,280 | 2,673.53 ₹8,66,223.72 |
| 1.08 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 9 | cum | 7,600 ₹68,400 Lowest | 7,690 ₹69,210 | 7,796.27 ₹70,166.43 |
| 1.09 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. | 4,388 | sqm | 820 ₹35,98,160 Lowest | 857 ₹37,60,516 | 841.07 ₹36,90,615.16 |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
5 Aug 2026, 3:00 pmClosed
Superintending Engineer Civil Circle PWD Haridwar
Office Of SE, Civil Circle, PWD Haridwar
Construction of four-wheeler parking at Doctor Kothi (near Bhalla Cricket Stadium, Haridwar) Under Kumbh Mela-2027
2026_pwd_97578_1
1937/06C-Civil Circle/2026 Dated 06.07.2026
Open Tender
Civil Works - Roads
Item Rate
120 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Project Manager, PIU, PWD, Dehrdaun
₹6.5 L
Civil Circle, PWD Haridwar
14 Aug 2026
13 Jul 2026
6 Aug 2026
13 Jul 2026
5 Aug 2026
17 Jul 2026
13 Jul 2026 - 15 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1External Development | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 1,593 | cum | - | - |
| 1.02 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : 2.2.1 All kinds of soil | 633 | cum | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 185 | cum | - | - |
| 1.04 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 3,117 | sqm | - | - |
| 1.05 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 cum | 1,012 | Cum | - | - |
| 1.06 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 for grading- II Material | 391 | Cum | - | - |
| 1.07 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
for grading-III Material | 324 | Cum | - | - |
| 1.08 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 9 | cum | - | - |
| 1.09 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. | 4,388 | sqm | - | - |
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