Construction of Internal Cement Road at Fulwadi Tanda No 03

Item No.1: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Additional Spec.No.Bd.A.1 Page One Number 259 (SSR 22-23 It.No.21.02 )

Item No.2:-Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Additional Spec No. CD.7 Page.No. 162 (SSR 22-23 It.No.11.08)

Item No.3:-Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken). Additional Spec. No. As directed by Engineer-in-charge (SSR 22-23 It.No.50.57)

Item No.4: Supplying soft murum at the road site, including conveying and stacking complete Add. Spec. No. As directed by Engineer in charge (SSR 22-23 It.No.2.29 b)

Item No.5: Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge . Additional Spec. No.As directed by Engineer-in-charge (SSR 22-23 It.No.2.29b)

Item No.6: Spreading hard murum / soft murum/ gravel or kankar for side width complete (SSR 22-23 It.No.2.30)

Item No.7:-Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. Additional Spec. No.As directed by Engineer-in-charge (SSR 22-23 It.No.50.61)

Item No.8:-Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand . (SSR 22-23 It.No.11.03)

Item No.9:-Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) Additional Spec. No.BR.47(a) Page Number 140 and B. 7, Page Number38 (SSR 22-23 It.No.14.39 )

Item No.11: Charges for testing of material in vigilance and quality control laboratory etc. complete For Concrete-- compressive strength, (Set of 3 cubes)

Item No.12:- Charges for testing of material in vigilance and quality control laboratory for Metal (Sieve Analysis ) Rate as per SSR 22-23 Sr.No.3 Page No.584

Item No.13: Royalty charges b) For All other minerals= Royalty + surcharge (2%) = 211.95 + 4.23 = 216.18 per cum. As per SSR 2022-23 Section V Page No.3

Please Enable Macros to View BoQ information