construction of various work at municipal board jhalrapatan ( package no.04 ) 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 mort&h specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading - iii material providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (wmm) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications (table 400-ii) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at omc in mechanical mixer (pug mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per mort&h specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. cement concrete grade m-15 and above and pcc blocks 4 carriage of materials by mechanicaltransport including loading, unloading and stacking stone,boulders, gravelly material 5 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 6 providing and laying un-reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion .pcc m-20 7 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 8 consruction ofcolourinterlocking sigma school to jai music center and sawaliya transfort to dadabari tak in ward no 28dismantling of existing structures like culverts, bridges, retaining walls, cc road and other structure comprising of masonry, cement concrete, wood work, steel work, including t&p and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by engineer. cement concrete grade m-15 and above and pcc blocks 9 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level 1:4:8 (1 cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). 10 providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimun compressive strength of 300 kg/ sq cm. the cc paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub-base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. 11 earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 12 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 13 supplying and fixing dressed sand or other approved stone shelves, tands in cement mortar 1 : 3 with fine dressed edges : 35 mm thick. 14 construction of household terminal chamber square in shape with intermal size approximately 400 mm x 400 mm and depth upto 500 mm with 100 mm thick pcc m 20 flooring in siope 115 mm thick brick mansonry in cm (1:4)20 mm thick inside and outside plastering with cm (1:3) inside plaster finished with neat coat of cement, circular shape 450 mm dia precast rcc manhole cover with sfrc frame embedded in 75 mm thick pcc m 20 grade concrete, refilling of jhiri with watering and ramming etc. complete as per approved drawing and/ or directed by engineer. ( quantity to be executed during design built & o&m period) 15 providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type isi marked upvc pipes of class iii (6 kg/sqcm) suitable for potable water with rubber ring joints (as per is 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer. 110 mm dia