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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹34.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAKESH SINGH ADHIKARI L1 |
|---|---|---|---|---|
| 1.00Civil Work | ||||
| 1.01 | 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. | 21.09 | Cum | 3,482 ₹73,435.38 Lowest |
| 1.02 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes towater 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. | 60.21 | Cum | 3,578 ₹2,15,431.38 Lowest |
| 1.03 | 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. | 7,612.5 | Sqm | 20.16 ₹1,53,468 Lowest |
| 1.04 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | 7,612.5 | Sqm | 280.4 ₹21,34,545 Lowest |
| 1.05 | Seal Coat with Emulsion
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type
C as per Technical Specification Clause 510 | 7,612.5 | Sqm | 115.7 ₹8,80,766.25 Lowest |
| 1.06 | Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 1,850 | Rm | 12.3 ₹22,755 Lowest |
Tender Value
Refer Docs
EMD Value
₹88,000
Closing Date
9 Jun 2026, 3:00 pmClosed
EE CD PWD Lohaghat
Office of EE CD PWD Lohaghat
Renewal with PC coldmix In Garslekh Garsari M/R Km 3,4,5,6 In AR 2026-27
2026_pwd_95878_1
759/1AC dated 31-05-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Lohaghat
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
EE CD PWD Lohaghat
₹88,000
15 Jun 2026
23 May 2026
10 Jun 2026
24 May 2026
9 Jun 2026
24 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | 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. | 21.09 | Cum | 2,569.5 | ₹54,190.76 |
| 1.02 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes towater 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. | 60.21 | Cum | 2,538.3 | ₹1,52,831.04 |
| 1.03 | 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. | 7,612.5 | Sqm | 1,430 | ₹1,08,85,875 |
| 1.04 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical
Specification Clause 508.2 | - | Sqm | 199.1 | - |
| 1.05 | Seal Coat with Emulsion
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type
C as per Technical Specification Clause 510 | - | Sqm | 82.1 | - |
| 1.06 | Construction of unlined surface drains of average cross-sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 1,850 | Rm | 8.73 | ₹16,150.5 |
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