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Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
22 Sept 2026, 3:00 pm
PD, PMU, BIIU, ADB, PWD, Dehradun
Project Director, Project Management Unit (PMU), Bridge Improvement in Uttarakhand (BIIU), ADB, Public Works Department (PWD), Dehradun
Construction of 16m 2 Lane RCC Bridge in Km12 and 20m 2-Lane RCC Bridge in Km15 of Raipur Kaddukhal Motor Road (SH19) and 20m 2-Lane RCC Bridge and 24.5m 2-Lane RCC Bridge in Km21 of Suwakholi Almas Bhawan Nagun Motor Road (SH30) in District Tehri.
2026_BIIU0_99247_1
579/02BIIU/PMU/2026_24
Open Tender
Civil Works - Bridges
Item Rate
545 days
Tathyud
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Project Director, PMU, BIIU, ADB, PWD
₹14.6 L
Dehradun
22 Aug 2026
22 Aug 2026
22 Sept 2026
22 Aug 2026
22 Sept 2026
9 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | Construction of 16 span Bridges on KM 12 (HM 0-2) of SH 19 (Bridge ID 1585) | - | - | - | - |
| 1 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls , retainingwalls , parapets , scuppers, etc.including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 1 | Cum | - | - |
| 2Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | |||||
| 3Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre , 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | |||||
| 4By Mix in Place Method Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Granular Sub-base with Well Graded Material (Table 400.1) For Grading I Material | |||||
| 5WBM Grading 2 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening/binding materials to fill-up the interstices of coarse aggregate , watering and compacting to the required density grading 2 as per Technical Specification Clause 405.By Manual Means | |||||
| 6WBM Grading 3 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means | |||||
| 7Prime Coat Medium porosity 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 p er Technical Specification Clause 502. | |||||
| 8Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 9Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘Category A’ raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values as given in the detailed specifications. The product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and be 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 moulded in the RPM body. The reflective raised pavement markers shall also conform to the MoRTH Circular No. RW/NH.33023/10/97-DO.III. The length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm respectively, and the base of the marker shall be flat within 1.3 mm. The outermost faces of the configuration of the marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 ± 133 tested in accordance with ASTM D4280. The marker shall withstand a flexural strength of 909 ± 133f force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or Methyl Methacrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sq.cm. The slope of the retro-reflectory surface shall be 35 ± 5 degrees to the base. Each reflector shall have a CIL not less than the values specified in Table 1 of MoRTH Section 800, Page No. 353, and should accompany a two-year warranty for satisfactory field performance from the manufacturer. | |||||
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Geotechnical_Bridge_ID_101.pdf
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Topographical_Bridge_ID.pdf
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Geological_Bridge_ID_1585.pdf
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Tropographical_Bridge_ID_1585.pdf
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Topographical_Bridge_ID_1586.pdf
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Drawing_Bridge_ID_1598.pdf
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Geotechnical_Bridge_ID_1586.pdf
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Drawing_Bridge_ID_1586.pdf
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Geotechnical_Bridge_ID_1585.pdf
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Drawing_Bridge_ID_101.pdf
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BOQ_117046.xls
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Drawing_Bridge_ID_1585.pdf
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Geological_Bridge_ID_1586.pdf
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Bid_Document_Vol_2_Pkg_24.pdf
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Bridge_ID_101_SH_30_km_21_Thatyur.pdf
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Tropographical_Bridge_ID_1598.pdf
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Geological_Bridge_ID_101.pdf
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