National Highways and Infrastructure Development Corporation Limited-NHIDCL has published Nhidcl/Ro-Kma/Mr/D-P/20-21/02 Restoration And Repairs Of Nh-129A From Manipur-Nagaland Border ( Dzuko Bridge ) To Mhainamtsi ( Km 0 . 0 To 39 . 0 ) ( Length 39 Km ) In The State Of Nagaland In The Fy 2020-21. Submission Date for this Tender is 03-06-2020. Road Work Tenders in Nagaland Nagaland. Bidders can get complete Tender details and download the document.
| Name of Work: “Restoration and Repairs of NH-129A from Manipur/Nagaland Border (Dzuko Bridge) to Mhainamtsi (Km 0.0 to 39.0) [Length=39 Km] in the State of Nagaland in the FY 2020-21” | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means in area of light Jungle | BI01010001010000000000000515BI01000011116 | 6.5 | Hectare |
| 3 | 1.02 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | BI01010001010000000000000515BI010000111168 | 69950 | sqm |
| 4 | 1.03 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | BI01010001010000000000000515BI0100001111689 | 160 | cum |
| 5 | 2 | Sub Bases, Bases (Non- Bituminous) and Shoulders | BI01010001010000000000000515BI0100001132 | ||
| 6 | 2.1 | Granular Sub-base with Close Graded Material (Table:- 400-1): By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) | BI01010001010000000000000515BI0100001133 | ||
| 7 | 2.2 | for grading- III Material | BI01010001010000000000000515BI0100001119 | 1740 | cum |
| 8 | 2.3 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,\nhand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) by Manual means | BI01010001010000000000000515BI0100001134 | ||
| 9 | 2.4 | Using Screening Type-B (11.2mm Agg.) | BI01010001010000000000000515BI0100001120 | 5246.25 | cum |
| 10 | 3 | Base and Surface Courses (Bituminous) | |||
| 11 | 3.1 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) | BI01010001010000000000000515BI0100001121 | 69950 | sqm |
| 12 | 3.2 | Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.) | BI01010001010000000000000515BI0100001122 | 81900 | sqm |
| 13 | 3.3 | Close Graded Premix Surfacing/ Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.) | BI01010001010000000000000515BI0100001123 | 151850 | sqm |
| 14 | 3.4 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)\nCase - I : Type A | BI01010001010000000000000515BI0100001128 | 151850 | sqm |
| 15 | 4 | Miscellaneous work | BI01010001010000000000000515BI0100001124 | ||
| 16 | 4.1 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) | BI01010001010000000000000515BI0100001126 | 31200 | m |
| 17 | 4.2 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side) | BI01010001010000000000000515BI01000011276 | 2500 | Cum |
| 18 | 4.3 | Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) | BI01010001010000000000000515BI01000011279 | 8850 | sqm |
| 19 | 4.4 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised autionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | |||
| 20 | 4.41 | 90 cm equilateral triangle | BI01010001010000000000000515BI01000011278 | 35 | No. |
| 21 | 4.42 | 60 cm circular | BI01010001010000000000000515BI010000112787 | 10 | No. |
| 22 | 4.5 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001127875 | 10 | sqm |
| 23 | 4.6 | Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI010000112787548 | 39 | No. |
| 24 | 4.7 | Type - A, "W" : Metal Beam Crash Barrier\nProviding 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 | BI01010001010000000000000515BI010000112787546 | 1120 | r mt. |
| 25 | 4.8 | Retaining Wall (ht. 4m) | BI01010001010000000000000515BI010000112787544 | 370 | r mt. |
| 26 | 4.9 | Hume Pipe Culvert | BI01010001010000000000000515BI0100001127875466 | 3 | No. |
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