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| 1 | Item No.1:-Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum includingdressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. |
| 2 | Item No.2:- Transportation charges for disposing off excavated stuff p to distance of 2.00 Km as directed by Engineer in Charge |
| 3 | Item No.3: 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 thebuilding area and stacking and spreading as directed, dewatering, preparing thebed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 4 | Item No.4:- Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mmdiameter in proper line, level and slope including providing and fixing collars in cementmortar 1:2 and curing etc. complete. |
| 5 | Item No.5:-Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. |
| 6 | Item No.6:-Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing theboulders / 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)80 mm Metal, By breaking Boulders (Hand broken). |
| 7 | Item No.7:-Supplying soft murum at the road site, including conveying and stacking complete. ) |
| 8 | Item No.8:-Spreading 80/40 mm metal for road work including sectionong etc complete as directedby Engineer in charge . |
| 9 | Item No.9:-Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 10 | Item No.10:-Compacting the sub grade/ gravel/ oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. |
| 11 | Item No.11:-Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/quartzite/ gneiss metal in foundation including necessary form work compacting andcuring etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand |
| 12 | Item No.12:-Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metalfor wearing course 8cm thick including compacting, finishing, curing and filling in jointswith bitumen etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer with fine agreegates of requiredspecifications ( VSI sand finely washed etc ) |
| 13 | Item No.13:-Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge Additional Spec.No. MORTH 801 (SSR 22-23 It.No.6.36 ) |
| 14 | Item No.14: Charges for testing of material in vigilance and quality control labroatory for concrete compressive strength of C.C. Cube (Set of 3 cubes) Rate as per SSR 23-24 Sr.No.19 Page No.3 |
| 15 | Item No.15: Charges for testing of material in vigilance and quality control laboratory for Metal (Sieve Analysis) Rate as per SSR 2022-23 Sr.No.3 P.No.2 |
| 16 | Item No.16: Royalty charges b) For All Other Minerals= Royalty + surcharge (2%) = 211.95 + 4.23 = 237.37 per cum. As per SSR 2022-23 Section V Page No.3 Please Enable Macros to View BoQ information |
