Tender For Construction Of Both Side Retaining Wall For Bandh At Dhumak Near Shantadurga Temple In Ward No.09 In Vp Tivrem Orgao Ponda Taluka, Goa-Goa
TDR : 55228782
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Corrigendum Details
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Goa
Goa
Corrigendum : Tender For Construction Of Both Side Retaining Wall For Bandh At Dhumak Near Shantadurga Temple In Ward No.09 In Vp Tivrem Orgao Ponda Taluka
Name of Work:- Construction of both side retaining wall for bandh at Dhumak near Shantadurga Temple in ward no.09 in VP Tivrem Orgao Ponda Taluka
Sl. No.
Item Description
1
Demolishing laterite stone masonry in cement mortar including stacking of serviceablematerial & disposal of unserviceable material within 50 mts. lead.
2
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed includingproviding barricading, danger lighting guarding as directed in :
3
All kinds of soil
4
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
5
Providing and laying in position cement concrete 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 :
6
All works upto plinth level
7
Centering and shuttering including struttings, propping etc. and removal of formwork for :
8
Foundations, footings, bases for columns and mass concrete.
9
vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses,fillets, etc.
10
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure completeas directed by the Engineer in charge
11
75 mm dia
12
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. Please Enable Macros to View BoQ information
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