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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance TALWANDI ROAD ALADAD CHAK SULTANPUR LODHI DISTT KAPURTHALA | -13.99% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹16.0 L (4.81%)Admitted-Finance OLD GRAIN MARKET KAPURTHALA | -9.85% | ₹3.5 Cr+₹16.0 L (4.81%) | L2 | Admitted-Finance |
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
14 Sept 2026, 11:00 amClosed
Project Engineer 4
PSIEC Jalandhar
Upgradation of balance roads in MUIP Kapurthala
2026_IC_174396_1
PSIEC/Roads/Kapurthala
Open Tender
Civil Works - Roads
Percentage
180 days
MUIP Kapurthala
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
₹7.7 L
17 Sept 2026
31 Aug 2026
15 Sept 2026
31 Aug 2026
14 Sept 2026
31 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tack Coat @ 0.40 kg per sqm | |||||
| 1.01 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications under BM & BC | 68,510 | Sqm | 38.41 | ₹26,31,469.1 |
| 2Bituminous macadam 50 to 70mm thickness (Grading-II) | |||||
| 2.01 | Providing and laying bituminous macadam 50mm thick(compacted) with continous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, carriage of mixed material to site of work, laid over a previously prepared surface with paver finisher mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications | 1,713 | Cum | 10,552.91 | ₹1,80,77,134.83 |
| 3Bituminous Concrete 30mm to 45mm thickness (Grade-II) | |||||
| 3.01 | Providing and laying bituminous concrete 30mm thick (compacted) with continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40%, carriage to site laying with a paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 509 of MORT&H specifications. | 1,028 | Cum | 15,939.46 | ₹1,63,85,764.88 |
| 4Road Marking with Thermoplastic Compound | |||||
| 4.01 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications | 1,699.6 | Sqm | 649.66 | ₹11,04,162.14 |
| 5Moulded Shank Road Stud | |||||
| 5.01 | Supplying and fixingof single mould twinshank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with microprismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retroreflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meetall the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20mm diameter and not less than 30mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall with stand flexural strength of 909 kg force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methylmethecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications | 1,059 | Each | 256.75 | ₹2,71,898.25 |
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