Miscellaneous Work In Pwd Sub Dv Didwana Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mixed wit-Rajasthan

Miscellaneous Work In Pwd Sub Dv Didwana Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). In hard soil mixed with kankar, boulders etc. upto 20% mechanically using bulldozer, F.E. loader and carriage upto 1 km by tipper/dumper. 5500.00 Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15 To achieve 95% Proctor density. 8250.00 Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700 P.C.C. 1:3:6 mix with crushed stone aggregate 20 mm nominal size. 70000.00 Executive Engineer PWD. Dn. Didwana Executive Engineer PWD. Dn. Didwana Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead R.C.C. grade M-20 in bed plates upto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering. Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured). Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 15 To achieve 95% Proctor density Supply of informatory / retro reflective sign board size 60 x 80 cm made out of 2.0 mm thick aluminum sheet face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/ white symbol, cut out or screen printed background with epoxy paint, complete confirming to MoRTH specifications clause 801 with angle iron post 65 x 65 x 6 mm, 3 Mtr. Long. Providing and fixing of reinforced ferro-cement drain cover designed duly marked on cover with adequate steel reinforce- ment having thickness 75mm to 150 mm, anti-corrosive bitumen painted M.S. plate, rim and on M.S. lifting hooks, admixture like plastisizer bond-improving compound, shrinkage resistant compound, abrasion resistant complete as per approved design etc A class loading .1000 x 800 mm (150 mm thick

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	07-Sep-2021		Date Extend	28-09-2021

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