Road And Building Department-RBD has published Temporary Restoration Of Roads Falling Under The Jursdiction Of Pmgsy Division Billawar On Emergency Basis By Way Of Clearance Of Slips/ Snow Likely To Occurs During The Financial Year 2024-25 (Sub-Division Billawar Group-A)1. Machhedi To Drabber Pkg No:-. Submission Date for this Tender is 29-05-2024. Road Repair Tenders in Kathua Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Clearing snow (with frost) from roads by manual means using picks and shovels, snow depth up to 150mm |
2 | Clearing snow (with out frost) from Roads by Manually/ mechanical |
3 | Snow depth upto 150 mm |
4 | Snow depth over150 mm but up to 250 mm |
5 | Snow depth over250 mm but up to 350 mm |
6 | Snow depth over350 mm but up to 450 mm |
7 | Snow depth over450 mm but up to 550 mm |
8 | Snow depth over550 mm but up to 650 mm |
9 | Snow depth over650 mm but up to 750 mm |
10 | Snow depth over750 mm but up to 850 mm |
11 | Snow depth over850 mm but up to 950 mm |
12 | Snow depth over950 mm but up to 1050 mm |
13 | Slip Clearance |
14 | Slip Clearance in ordinary soil with all leads and lifts etc complete job, as per the directions of the Engineer In-charge at site without damaging the public/ Pvt. Property. |
15 | Slip clearance in soils mixed with moorum kankar/shingle/Boulders including safe disposal with all leads and lifts complete job as per the directions of the Engineer In-charge at site without damaging the public / Pvt. Property. |
16 | Slip Clearance in soils mixed with decomposed soils, by blasting or any other means incl. safe disposal. With all leads and lifts complete job as per the directions of the Engineer In-charge at site without damaging the public/ Pvt. Property. |
17 | Excavation for Structure Earthwork in excavation for structures as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto and leadof 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material upto 3 mtr depth including dewatering if required. Hard Soil 70%, Soft Rock 20%, Hard Rock 10%. |
18 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS : 4826 in 100 mm x 100 mm mesh (Woven diagonally) including 10% extra for laps and joints laid with sotne boulders weighing not less than 25 kg each as per drawing and Technical specification Clause 1301 including all leads, lifts carriages, handling, re-handling and including cost of wire crates complete |
19 | Back Filling behind abutment , wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular Material) also including all leads, lifts carriages, handling and re-handling complete. |
20 | Providing and laying watering and compacting in layers not exceeding 200 mm thick with 80-100 KN roller, river bed material free of organic material mixed with course aggregate, round Nallah single max.Agg. Size 75 mm thick including carriage from source to site of work including of all leads and lifts complete. |
21 | Providing and Laying reinforced cement concrete NP3 pipes 1000 mm dia for culverts on concrete bedding in single row including fixing collar with cement motar 1:2 (1 Cement : 2 sand) excluding excavation, protection works, back filling, cement concrete and masonry work in head walls parapets clauses 1106 but including all leads, lifts carriage, handling, re-handling complete. |
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