Construction Of Concrete Road Dhagewasti To Mahadevwasti AT KONDHAWAL

ITEM NO.: 1 Excavation for roadway in hard murum including dressing 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..... (INo2-13, PgNo 24) (STATE SSR) Item Spec: (MORTH 301)

ITEM NO.: 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)....(INo3-18, PgNo 29) (STATE SSR) Item Spec: (MORTH 404) RA NO.: 1

ITEM NO.: 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.....(INo2-29A, PgNo 25) (STATE SSR) Item Spec: (MORTH 408) RA NO.: 2

ITEM NO.: 4 Spreading hard murum/ soft murrum/gravel or kankar for side width complete....(INo2-30 PgNo 25) (STATE SSR) Item Spec: (MORTH 408)

ITEM NO.: 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial tering etc. complete..... INo2-31, PgNo 25) (STATE SSR) Item Spec: (MORTH 408)

ITEM NO.: 6 Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum).... (INo1-A, PgNo 1) (STATE SSR) Item Spec: (As Directed By Engineer Incharge)

ITEM NO.: 7 Providing and laying in situ cement concrete M-20 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate (Natural Sand /VSI grade finely washed crushed sand) etc. complete M30 Item Converted to M20 Item. Difference in Cost of Cement 0.40 MT -0.35 MT 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30 Item - Rs 3000 -Rs 120 for NON SCADA i.e. (8446-300-1208026 Final Rate = 8026.00.... (INo5-22A NS, PgNo 44) ( STATE SSR) Item Spec: (As Directed by Engineer In Charge) RA NO.: 3

ITEM NO.: 8 Royalty Charges for HARD MURUM. Rate = Royalty + surcharge (2%) (211.95 + 4.23 = 216.18 Per Cum)....(INo1-A, PgNo 1) (STATE SSR) Item Spec: (As Directed By Engineer Incharge)

Please Enable Macros to View BoQ information