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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹47.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹51.3 L+₹3.8 L (8.07%)Admitted-Fee/PreQual/Technical/Finance BHALLA FARM NO 8 SHYAMUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹51.3 L+₹3.8 L (8.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹57.7 L+₹10.2 L (21.5%)Admitted-Fee/PreQual/Technical/Finance | ₹57.7 L+₹10.2 L (21.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GIRISH KUMAR BHARDWAJ L3 | Rajesh Kumar Contractor L2 | Aman Associates L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 840 | Cum | 40 ₹33,600 Lowest | 40.11 ₹33,692.4 | 40 ₹33,600 Lowest |
| 2.00 | 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 | 508.8 | Cum | 1,390 ₹7,07,232 | 1,500.11 ₹7,63,255.97 | 900 ₹4,57,920 Lowest |
| 3.00 | 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 | 191.7 | Cum | 2,390 ₹4,58,163 | 2,000.11 ₹3,83,421.09 | 1,800 ₹3,45,060 Lowest |
| 4.00 | 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 | 191.85 | Cum | 2,290 ₹4,39,336.5 | 2,000.11 ₹3,83,721.1 | 1,800 ₹3,45,330 Lowest |
| 5.00 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9,075 | Sqm | 10 ₹90,750 Lowest | 13.11 ₹1,18,973.25 | 13 ₹1,17,975 |
| 6.00 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30 | 453.75 | Cum | 8,900 ₹40,38,375 | 7,600.11 ₹34,48,549.91 | 7,600 ₹34,48,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
19 Aug 2026, 2:30 pmClosed
EE, PD, PWD, Haridwar
EE, PD, PWD, Haridwar
Work to restore the road to its original condition after road cutting for sewer line at Km 1 and Km 2 of Jwalapur-Sitapur -Jamalpur -Jiyapota Major District Road in constituency Haridwar Gramin Distt. Haridwar under deposit head
2026_pwd_98637_1
1990/2A Dated 01.08.2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE, PD, PWD, Haridwar (through E-Challan)
₹1.3 L
19 Aug 2026
6 Aug 2026
19 Aug 2026
6 Aug 2026
19 Aug 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 840 | Cum | - | - |
| 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 | 508.8 | Cum | - | - |
| 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 2 as per Technical Specification Clause 405.By Mechanical Means | 191.7 | Cum | - | - |
| 4 | 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 | 191.85 | Cum | - | - |
| 5 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 9,075 | Sqm | - | - |
| 6 | Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-30 | 453.75 | Cum | - | - |
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