Construction of PCC road from village Peshka main road Shiv Mandir Peepal tree via Kabristan to Azim Ansari house Madrasa Mohalla Under Meral block of Garhwa District

Earth work in excavation of foundation of structures as per drawing and technical specification, including seting out , construction of shoring and bracing, removal of stumps and other deterious matter dressing of sides and bottom and backfilling with approved material (RCD 9.01A (i)

Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, Material carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-I (1st layer) RCD 4.1 (B) (i)

Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Rate per cum for grading-II (2nd Layer) RCD 4.1 (B) (ii)

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (RCD 3.18)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC Grade M20 using batching plant, transit mixer & manual placing RCD 12.08 B Case II

Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of 25 x 25 x 3 mm angle mounted on a mild steel circular pipe 65 nb ,3.2 mm thickness firmly fixed to the ground by means of properly desined foundation with m25 grade cement concrete 45 cm x 45 cm x 60 cm ,60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 RCD 8.04 (x)

Earthwork in excavation in foundation trenches do do all complete job as per direction and specification of E/I. 12.01

Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) 16.9 RCD

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. For levelling course. 9.03

Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15. 15.11 A