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| Tender ID | 3984150 |
|---|---|
| Organisation Name | Irrigation Department |
| Tender Brief | Corrigendum : Strengthening Work Of Kaanwad Patri From Jatwada Bridge To Mohammadpur Power House (uttarakhand State Border) In Haridwar District Under Kumbh Mela 2027 (ch. 6.260 Km To 51.910 Km) |
| Last Date For Submission | 29th Apr, 2026 |
| Opening Date | 29 Apr, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 1458000.00 |
| Estimated Cost | 72890276.00 |
| City | Haridwar |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including up rooting wild vegetation,grass,bushes,shrubs, saplings and trees of girth up to 300mm, removalof stumpsof suchtrees cut earlier and disposal of unserviceablematerials and stacking of serviceable material tobeusedor auctioned, uptoa leadof 1000 mincluding removal and disposal of top organic soil not exceeding 150mm in thickness as perTechnical Specification Clause 201. | 1.20 | ha. |
| 2 | Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 12000.00 | sqm. |
| 3 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 203700.00 | sqm. |
| 4 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant 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 roller to achieve the desired compaction as per MORTH specification clauseNo.509 complete in all respect for Grading-I (bituminous binder @ 5.2 % of mix ) | 6111.00 | Cum |
| 5 | 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 | 14550.00 | No. |
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