Construction of W. B. M. Service Road in Right Branch Canal from K.M. 0.00 to K.M. 6.60 Under Konar Canal Division, Bagodar.

Amount

Excavation in soil with Dozer with lead upto 100 meters ( excavation for road way in soil by mechnical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters ( average lead 50 meters), including timmimg bottom an side slopes in accordance with requirements of lines, grades and cross sections.) R.C.D. (3.3)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 -10 tonnes / smooth 3 wheeled Steel Roller in stages 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 to the required density). By Mechnical Means Grading -I (using screening Crushable type such as Moorum or Gravel) with smooth 3 wheeled Steel Roller R.C.D. (4.9 B (i) a)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 -10 tonnes / smooth 3 wheeled Steel Roller in stages 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 to the required density). By Mechnica Means Grading -II (using screening Crushable type such as Moorum or Gravel) with smooth 3 wheeled Steel Roller R.C.D. (4.9 B (ii) a)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 -10 tonnes / smooth 3 wheeled Steel Roller in stages 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 to the required density). By Mechnica Means Grading -III (using screening Crushable type such as Moorum or Gravel) with smooth 3 wheeled Steel Roller R.C.D. (4.9 B (iii) a)

Supplying and laying good quality of Moorum as per specification and direction of E/I........... M003 + Laying (R.C.D. Analysis 10.1 )

Compacting original ground supporting embankement rolling with smooth wheeled roller R.C.D.3.19 case II (ii)

Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I (7.1.37)

PCC 1:3:6 in Foundation ( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) 7.1 part A

Supplying of stone boulder with minimum size of 300mm for Pitching with stacking all complete. M- 018

Labour charge for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I. 7.7.18

Carriage of materials

Cement lead 10KM (6km P +4 km K)

Stone Chips Lead 32 KM (29 km P +3 km K)

Stone Metal lead 32 KM (29 km P +3 km K)

Local Sand Lead 6KM (6 km K)

Stone Boulder lead 32 KM (29 km P +3 km K)

Moorum lead 5KM (5 KM K)

Add GST 12% of Total Amount

Add Labour Cess 1% of Total Amount

JAI BABA SIDHNATH CONST. PVT. LTD.