Tender For Improvement And Resurfacing Of Existing Road From 1) Main Road To Ashtavinayak Apartment, Nagvekar House And 2) Main Road To Mario D Costa House At Cunchelim In Ward No.1., Mapusa-Goa
TDR : 55152730
Tender Notice
Corrigendum Details
BOQ
Expired
Mapusa
Goa
Corrigendum : Tender For Improvement And Resurfacing Of Existing Road From 1) Main Road To Ashtavinayak Apartment, Nagvekar House And 2) Main Road To Mario D Costa House At Cunchelim In Ward No.1.
Name of Work:- Improvement and resurfacing of existing road from 1) Main Road to Ashtavinayak Apartment, Nagvekar house and 2) Main Road to Mario D Costa house at Cunchelim in Ward No.1.
Sl. No.
Item Description
1
Cleaning of the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment. etc. complete.
2
Removal of pot holes and depression by laying granitic or basaltic stone of 40mm/20mm/10mm/6mm nominal size in layer as per requirement including 80/100(or such bitumen material of grade and type as specified by the Engineer-in-Charge) at 68 kg/cu.m. (Average) on existing road surface including rolling etc. complete as per specification including cost of bitumen.
3
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item).
4
Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m.
5
Providing and laying 50mm (consolidated thickness) full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. Binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. Including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. Please Enable Macros to View BoQ information
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