tender for bridze repairing near bajinala-box cutting or filling in itoad embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and sntisfaction of engineer- in-charge including uprooting and removing plants and jungles when and where necessary. page-237 item-3(1) [pwd(roads) volume-iii; road & bridge works for lugs 2 x 60.00 x 0.25 30.00 sqm for each additional depth of 150mm and part thereof. total 30.00 sqm construction of sub base using local materials: construction of sub base using local materials, spreading in uniform layers with motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bunch of one metre wide on each side to protect the edges complete as per clause 401 of specifications for road & bridge works of mort&h(5th revision). (i) for construction of sub base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). page-247 item-4.09 (1) [pwd(roads) volume-iii: road & bridge works 1 x 60.00 x 3.50 x 0.100 = 21.00 sqm hire and labour charges for shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. the rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) where staging is not required. p-332, i-18.05(b) 2 x 60.00 x 0.175 21.00 sqm 21.00 sam supplying and laying polythene sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. page-47 item-3 [pwd(wb) volume-i: building works 1 x 60.00 x 3.50 = 210.00 sam 5 ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominat size) excluding shuttering and reinforcement if any, in ground floor as per relevant 15 codes. page-26 item-10 [pwd(wb) volume-i: building works x 60.00 = x 0.175 x 3.50 1 36.75 cum 6 earth work in embankment for earthen road / embankment and back filling by carried earth upto 1.00km. including breaking clods, dressing, ramming etc. all complete. page-26 item-10 [pwd(wb) volume-i: building works for flank 2 x 60.00 x 0.40 x 0.250 12.00 cum for pilling 0 x 0.00 x 0.00 x 0.000 = 0.00 cum embankment 1 = x 60.00 x 4.50 x 0.300 = 81.00 cum 93.00 cum 7 supplying and rrection informatory boards having m.s channel/ angle post & cum 1.5mm thick m.s sheet fixed on ms angle frame with two coats of synthetic enamel paint over acoat of red oxide primer including lettering complete.