Tender For Providing And Laying Of Pavers For The Area Along Retaining Wall Side In Survey No. 57/19 Village Chicalim In Ward No. V At Cosme Damian Church Bogmalo, In V.P. Chicolna-Bogmalo, Taluka Mormugao Goa, Goa-Goa
TDR : 55446849
Tender Notice
BOQ
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Goa
Goa
Tender For Providing And Laying Of Pavers For The Area Along Retaining Wall Side In Survey No. 57/19 Village Chicalim In Ward No. V At Cosme Damian Church Bogmalo, In V.P. Chicolna-Bogmalo, Taluka Mormugao Goa
Name of Work:- Providing and laying of pavers for the area along retaining wall side in Survey No. 57/19 Village Chicalim in ward No. V at Cosme Damian Church Bogmalo, in V.P. Chicolna-Bogmalo, Taluka Mormugao Goa
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Item Description
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b) Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in : b) Hard soil
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Rubble packing with laterite stone under floors including watering ramming and consoidating etc. complete
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a Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded granitic or basaltic stone aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing in;a)all works upto plinth level.
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b) Supplying and fixing Pre-cast cement concrete kerbstones (factory made, the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibratorswith smooth finish including fixing at site complete as per specification C)Size 30cm L x 40 cm H x 15 cm T
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a) Providing and laying in position cementconcrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :a) All works upto plinth level
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(a) laying 60 mm thick factory made cement concrete interlocking paver block of M30 grade made by heavy duty block making machine with strong vibratory compaction using 3 ton roller and of approved size and design / shape laid in 50 mm thick compacted bed of course sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer in charge. a) Red/Black Please Enable Macros to View BoQ information
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