Works Department Tender

Earth work in ordinary soil in embankment androads, etc. maximum laboratory dry density notless than 1.44gms./1.52gms./1.65gms. per cubiccentimeter in road embankment respectively up to3m./more than 3m. high and top 0.5m. below subgradelevel, within 50m. initial lead and 1.5m. initiallift from approved borrow pits 5m. away from toe ofthe final section of the road embankment, bottom ofthe pit not being cut by an imaginary line having aslope 1:4 projected form the edge of the finalsection of the bank including rough dressing andbreaking clods maximum 5cm. to 7cm. and laying inlayer, each layer not exceeding 23cm. in depth upto required level including removal of roots, shrubs,bushes and all foreign debris form the earth andbenching the old embankment, sectioning andcambering the earth work and conveyance of all materials, T & P articles required for the work andcomplete in all respect as per specification of workand direction of the Engineer-in-charge and to bemeasured on section measurement aftercompaction under O.M.C. condition (per 100 Cu.M.)including cost of controlled compaction with P.R.R.,watering up to O.M.C. and confirming to approvedspecification including hire and running charges of P.R.R.(AR-2006, P NO - 02)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to clause 6.7 of IRC-67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC-67-2012 / A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4 mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm ,2 nos and 3 nos horizintal and 1 no vertical extra supporting member of of M.S angle of 50 mm x 50 m m x 6 mm size firming fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge

Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade excluding cost of paint & conveyance of all material, royalty and taxes of all materials, cost of labour, T&P required for the work etc. complete as per direction of the Engineer-in-Charge (AR-2006,P No.99).