Tender For Emergent Repairing Work Due To Heavy Rain Damage At Ch. 1200.00 M To 1205.00 M, 1400.00 M To 1407 ... in India

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tender for Emergent Repairing Work Due To Heavy Rain Damage At Ch. 1200.00 M To 1205.00 M, 1400.00 M To 1407.00 M, 1450.00 M To 1465.00 M, 1525.00 M To 1536.00 M, 1636.00 M To 1639.00 M Of Kaljani Bridge Aproach Road At Kaljani Bazar To Natabari Road Of Khapai, Emergent Repairing work due to Heavy Rain Damage at Ch. 1200.00 m to 1205.00 M, 1400.00 M to 1407.00 M, 1450.00 M to 1465.00 M, 1525.00 M to 1536.00 M, 1636.00 M to 1639.00 M ofKaljani Bridge Aproach Road at Kaljani Bazar to Natabari Road of Khapaidanga G.P under Cooch Behar -II Block in the District of Coochbehar. Sl. No. Item Description 1 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .(a) Depth upto 3 m.iv) Without pumping out water and shoring 2 Construction of Sub Base using Local Materials:Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compactingRiver Bed Materials. 3 Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. 4 Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. 5 Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works).(iii) With bamboos of length above 2.50m and upto 3.00m 6 Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges completeincluding cost of sand and gunny bags. .

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