O.R To Mirya Ratnagiri Kolhapur Road Nh 166 Filling Pot Holes And Repairs To Critically Damaged Crust After Rainy Season In Km 51.00 To 59.00 And 62.600 To 73.515 O.R To Mirya Ratnagiri Kolhapur Road Nh 166 Filling Pot Holes And Repairs To Critically Dama, Ratnagiri-Maharashtra
TDR : 30112300
Tender Notice
Corrigendum Details
BOQ
Expired
Ratnagiri
Maharashtra
Corrigendum : O.R To Mirya Ratnagiri Kolhapur Road Nh 166 Filling Pot Holes And Repairs To Critically Damaged Crust After Rainy Season In Km 51.00 To 59.00 And 62.600 To 73.515 O.R To Mirya Ratnagiri Kolhapur Road Nh 166 Filling Pot Holes And Repairs To Critically Dama
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 )
4
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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