Repair to Bridge over Local Nallah at 1st km of Sheragada PWD road to Ramakrishnapur- Bridge Asset_Road_Vent Cleaning, Repairing of Railing and post, and Painting_Right Approach 0.000 to 0.150 Left Approach 0.000 to 0.150

Earth work in hard soil or gravels soil with within 50m. initial ead and 1.5m intial lift including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3m in depth and as per pecification etc complete as directed by Engineer-in-charge.E.I.C.

Providing and filling Foundation and Plinth with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, royality, of all materials and cost of alllabour and T and P as required for the item of work including Cess etc complete as per specification and direction of Engineer-in-charge.

Providing Cement Concrete (1:3:6) with 40mm size clean hand broken granite metal of approved quality from approved quarry includinghoisting lowering and levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance royality, labour of all materials and including hire and running charges of machineries T and P required for the work including supplying and working of pumps and Cess as per the specifiction and direction of Engineer-in- charge.OPEN fOUNDATION

In Substructure

Providing weep holes in abutments and wing walls using 10 CM dia AC pipes including metal spall backing in rear side etccomplete including centering and shuttering if required, with cost, conveyance of all materials, labour with T and P, Cess, required for the work and as per direction of EIC.

Providing and filling mannually with excavated earth materials including watering ramming to proper density with all leads and lifts including cost of all labour T and P and Cess required for the work etc complete as per specification and direction of Engineer-in-charge.

Construction of precast RCC railing of M30 grade, aggregate size not exceeding 20 mmas per approved drawings and technical specifications. including Cost, conveyance, Royalty, DMF, EMF and Additional Charges , of all materials and labour,T and P,Cess complete as per direction of the Engineer- in - Charge.

Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge