Shore Protection at PallikKadavu west side to Kallur in Purathur Panchayath of Malappuram District

Amount

Reclamation bund(DAR)

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

od5493/2019_2020 : Supplying blasted rock from approved quarry to sorting site by lorry/ tipper, and sorting the stones into 10kg to 200kg category stones of approved quality having specific gravity ranging from 2.65 to 2.8 for forming the core of rubble mound breakwater inclusive of cost of stones, hire of lorries and machineries, labour charges required at quarry and at sorting place and measurements of categorized stones after proper sorting are taken on weigh bridge installed at site at the cost of the contractor with approved software having printouts using contractors supplied papers, stationeries and conveyed to the approved alignment of the breakwater and rehandling and forming the core of the break water to the lines and levels as per the approved drawings and inspecting the profile once in a week with tolerance of +/- 20cm in final levels including all cost and labour charges, hire and operational charges of light crane and cost of spalls/ quarry muck and labour for forming the roadway for movement of lorries/ tippers / cranes etc including all incidental charges etc complete as per the direction of departmental officers at site <br> Malappuram District

od5494/2019_2020 : Supplying blasted rock from approved quarry to sorting site and sorting the stones into 300kg to 500kg category stones of approved quality having specific gravity ranges from 2.65 to 2.8 for forming the secondary armour and berm of rubble mount breakwater inclusive of cost of stones, hire of lorries and machineries, labour charges required at quarry and at sorting place and the measurements of catagorised stones after proper sorting are taken on weigh bridge installed at site at the cost of the contractor with approved software having printouts using contractors supplied papers, stationeries and conveyed to the approved alignment of the breakwater and forming the secondary armour and berm of the breakwater to the lines and levels as per approved drawings with tolerance of +/- 20 cm in final levels including all cost and labour charges, hire and operational charges of mobile crane and excavator, rehandling, placing and packing and using mobile crane, inspecting the profile once in a week and cost of spalls/quarry muck and hire of machineries for forming the roadway for movement of lorries/tippers/cranes etc including all incidental charges etc complete as per the direction of departmental officers at site <br><br>Malappuram District

od5835/2019_2020 : Supplying , filling, installation of non woven polypropylene polymer geo textile bags of lay flat size 1.00x0.70 m of tensile strength (MD/CMD) greater than or equal to 30KN/M, GSM greater than or equal to 400 and tensile elongation less than or equal to 50% at shore 0.075m3 per each volume in or under water or in land including transportation of bags to filling location, filling of Geo textile bag using sand available near the site to achieve a suitable finished height , closing the bags suitably as per standard practice and placing the filled Geo textile bags in position with the help of labours , machinery etc.complete as per the proposed section and as per the direction of the Engineer in charge. (The sand for filling available within the 1km radial distance can be collected and conveyed )

od4776/2019_2020 : Filling on the rear side of retaining wall using Departmentally supplied excavated sea<br>sand in layers as per the direction of deparetmental officers at site

od4778/2019_2020 : Centering and shuttering for concrete block of size 1.8mx1mx1 m including strutting and<br>removal of form work after curing period etc. complete<br>4mm steel plates(weight -31.40kg/m2) and 60x60x6mm angles(5.40kg/m) are used for making the formwork<br>Weight of plate- (2x1.8+2x1)x31.40kg/m2=5.6 x31.40=175.84 kgWeight of<br>angles=(4x1.80+11x1+4x1.40+8x1.35)x5.4kg/m=34.6x5.4=186.84 kgTotal weight=175.84+186.84=362.68.Assume<br>that it can be used 40 times.362.68/40=9.067 (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)

od4779/2019_2020 : od2834/2017_2018 :Casting of Cement Blocks(PROVISION FOR HOOKS ADDED SEPARATELY) using graded metal 40%of 75mm to 40mm,30%of 40mm to<br>20mm, 30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design of mix<br>proportion 05:1:1.46:3.22 by weight of water cement,fine aggregate,coarse aggregate(specific gravity of fine<br>aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be<br>of 43 grade or higher minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and<br>min density of concrete 2.5 gm /cc as per the directions of departmental officers at site.<br>(Based on item 65.94)

od4780/2019_2020 : Lifting , conveying the cement concrete blocks 1.8 m3 from stacking yard and placing in<br>position in layers in lines and levels as per the direction of departmental officers at site(Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

Expanse India Buildcon Pvt. Ltd

T.M.CONSTRUCTIONS

[email protected]

Bidder Name

Expanse India Buildcon Pvt. Ltd

[email protected]

T.M.CONSTRUCTIONS

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