O.R To Mirya Ratnagiri Kolhapur Road Nh-166 Filling Pot Holes And Repair To Critically Damaged Crust After Rainy Season O.R To Mirya Ratnagiri Kolhapur Road Nh-166 Filling Pot Holes And Repair To Critically Damaged Crust After Rainy Season In Km. 6.400 To, Ratnagiri-Maharashtra
TDR : 30112129
Tender Notice
Corrigendum Details
BOQ
Expired
Ratnagiri
Maharashtra
Corrigendum : O.R To Mirya Ratnagiri Kolhapur Road Nh-166 Filling Pot Holes And Repair To Critically Damaged Crust After Rainy Season O.R To Mirya Ratnagiri Kolhapur Road Nh-166 Filling Pot Holes And Repair To Critically Damaged Crust After Rainy Season In Km. 6.400 To
Name of Work: O.R.to Mirya-Ratnagiri -Kolhapur road NH-166 (OR 3) Filling pot-holes and Repairs to critically damaged crust after rainy season in km6/400 to 19/800 , 31/000 to 35/900, 41/000 to 51/000.
Sl. No.
Item Description
1
Item No.1:- Scarifying the existing granular road surface to adepth of 50 mm and disposal of scarified material within all lifts and leads up to1000 metres.
2
Item No.2 :-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness,hand packing to propergrade and camber,applying and brooming requisite type of screening/ binding Materials to fillup the interstices of coarseaggregate ,watering and compacting with Vibratoryroller.to the required density.By Mechanica Means-GradingI (UsingScreening Type A (13.2)mm Aggregate)
3
Item No.3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness,hand packing to propergrade and camber,applying and brooming requisite type of screening/ binding Materials to fillup the interstices of coarseaggregate ,watering and compacting with Vibratoryroller.to the required density.By Mechanica Means-GradingII (Using Screening TypeB (11.2mm) Aggregate )
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Item No.4:- :Providing, laying and compacting of Built-up-spray grou tlayer 75mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of bituminous binder of biyumenof specified [email protected]/Sqm af tereachlayer,(i.e1.520x2=3.04say3.00Kg/Sqm)and with key aggregates placed on top of the second layer and compacting with staticr oller 8to10MT.Includingcost of tack coat and scarifyingetc.Complete.(VG-30 bulk bitumen ra
5
Item No 5 :-Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade Preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
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