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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
10 Aug 2026, 3:00 pm
Superintending Engineer Civil Circle PWD Haridwar
Office Of SE, Civil Circle, PWD Haridwar
Renewal by B.C of Jawalapur - Sarai - Aithal -Baseri Khadar Motor Road (SH-66) From Km 12 to 16 Under Annual Repair (2026-27)
2026_pwd_97923_1
2034/06C-Civil Circle/26 Dated 17.07.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE, PD, PWD, Laksar (Through E-Challan)
₹2.9 L
Civil Circle, PWD Haridwar
21 Jul 2026
21 Jul 2026
11 Aug 2026
21 Jul 2026
10 Aug 2026
27 Jul 2026
21 Jul 2026 - 24 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 3,311 | Sqm | 1.25 | ₹4,138.75 |
| 2 | Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix towork site, laying with a hydrostatic paver finisher with sensor control to there quired grade, level and alignment, rolling with smooth wheeled, vibratory and tande mrollers to achieve the desired compaction as per MoRTH specification clauseNo. 507 complete in all respects. Grading II - 26.5mm nominal size | 165.55 | Cum | - | - |
| 3 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | 35,000 | Sqm | 2 | ₹70,000 |
| 4 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, 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. for Grading-II (bituminous binder @ 5.4 % of mix) | 1,050 | Cum | 3 | ₹3,150 |
| 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. | 1,305.27 | Sqm | 4 | ₹5,221.08 |
| 6 | Maintenance of Earthen shoulder (stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | 7,475 | Sqm | 5 | ₹37,375 |
| 7 | Road Studs / Cat Eye:
Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance 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 meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro– reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. | 1,230 | No. | 5 | ₹6,150 |
| 8 | Solar Road Studs:
Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. | 137 | No. | 10 | ₹1,370 |
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