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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 CrAdmitted-Finance NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND | ₹3.4 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Ms Kay Kay Construction L1 | M/s P.K.Infratech L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. | 13,965 | Rmt | 135 ₹18,85,275 | 40 ₹5,58,600 Lowest |
| 2.00 | 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. | 53 | Cum | 2,600 ₹1,37,800 | 2,200 ₹1,16,600 Lowest |
| 3.00 | Providing and applying primer coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 707 | Sqm | 53 ₹37,471 Lowest | 55 ₹38,885 |
| 4.00 | 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. | 59,600.75 | Sqm | 16 ₹9,53,612 Lowest | 17.5 ₹10,43,013.13 |
| 5.00 | Dense Bituminous Macadam with Warm Mix Technology
Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type Asphalt Mixing Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix, warm mix additive @ 0.4% by weight of bitumen and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. ( Using Bitumen VG 30) | 35.3 | Cum | 11,800 ₹4,16,540 Lowest | 14,735 ₹5,20,145.5 |
| 6.00 | Bituminous Concrete with Warm Mix Technology
Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects( Using Bitumen VG 30) | 1,763.4 | Cum | 13,950 ₹2,45,99,430 Lowest | 16,950 ₹2,98,89,630 |
| 7.00 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 4,455 | Sqm | 490 ₹21,82,950 | 450 ₹20,04,750 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.1 L
Closing Date
1 Jul 2026, 12:00 pmClosed
SE 12TH CIRCLE PWD PAURI
SE 12TH CIRCLE PWD PAURI
Renewal work from Km 0.00 to Km 15.00 of the Late Shri Jagmohan Singh Negi S.H. 9 Motor Road under Kumbh Mela 2027 in Development Block Yamkeshwar District Pauri Garhwal
2026_pwd_96869_1
2528/141yata-12/2025-26 date 02-06-2026
Open Tender
Civil Works
Item Wise
180 days
dugadda
as per technical bid
3 documents required · 3 mandatory
₹5,900
EE CD PWD DUGADDA
₹6.1 L
SE 12TH CIRCLE PWD PAURI
10 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
1 Jul 2026
25 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. | 13,965 | Rmt | - | - |
| 2 | 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. | 53 | Cum | - | - |
| 3 | Providing and applying primer coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 707 | Sqm | - | - |
| 4 | 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. | 59,600.75 | Sqm | - | - |
| 5 | Dense Bituminous Macadam with Warm Mix Technology
Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type Asphalt Mixing Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix, warm mix additive @ 0.4% by weight of bitumen and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. ( Using Bitumen VG 30) | 35.3 | Cum | - | - |
| 6 | Bituminous Concrete with Warm Mix Technology
Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects( Using Bitumen VG 30) | 1,763.4 | Cum | - | - |
| 7 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 4,455 | Sqm | - | - |
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