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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s SURESH CHANDRA BAJETHA L1 | M/s Balaji Construction (M180103155327103) L3 | Ved Prakash Contractor L4 | M/S SHRISAI CONSTRUCTION CO L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 189.2 | Cum | 1,700 ₹3.2 L | 1,700 ₹3.2 L | 2,329.64 ₹4.4 L | 2,000 ₹3.8 L |
| 2.00 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 39,270 | Sqm | 15 ₹5.9 L | 21 ₹8.2 L | 22.05 ₹8.7 L | 21 ₹8.2 L |
| 3.00 | 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 ompaction as per Technical Specification Clause 504. with Bitumen VG-30 | 98.17 | Cum | 8,000 ₹7.9 L | 8,240 ₹8.1 L | 8,709.12 ₹8.5 L | 8,000 ₹7.9 L |
| 4.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | 981.75 | Cum | 10,139.7 ₹99.5 L | 10,100 ₹99.2 L | 10,646.69 ₹1.0 Cr | 9,900 ₹97.2 L |
| 5.00 | 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 | 1,450 | Sqm | 400 ₹5.8 L | 500 ₹7.3 L | 548.84 ₹8.0 L | 450 ₹6.5 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
4 May 2026, 3:00 pmClosed
Superintending Engineer
Superintending Engineer 4th Circle P.W.D. Rudrapur
Under Annual Repair 2026-27 Renewal of Kichha Darau Motor Road MDR By SDBC from km 2.00 to km 8.00
2026_pwd_94085_1
633/23M-04/2026 Date 24.03.2026
Open Tender
Civil Works - Roads
180 days
Kichha
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer P. D. P.W.D. Rudrapur
₹2.6 L
Rudrapur
1 Jun 2026
9 Apr 2026
5 May 2026
9 Apr 2026
4 May 2026
15 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1 | Cum | - | - |
| 2 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | - | Sqm | - | - |
| 3 | 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 ompaction as per Technical Specification Clause 504. with Bitumen VG-30 | - | Cum | - | - |
| 4 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | - | Cum | - | - |
| 5 | 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 | - | Sqm | - | - |
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