construction of link road barnahal karhal to adupur under mandi samiti sirsaganj. - pc area:- granular sub-base with coarse graded material (table:- 400.1) construction of granular sub-base by providing coarse graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 2 water bound macadam (63-45) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. 3 water bound macadam (22.4-53) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification mord clause 405(3a) 4 brick edging on both side of road with m-150 bricks laid in mud mortar 8 cm wide & 12 cm deep including supply of all material labor t&p etc. required for proper completion of the work. (si no 765) 5 providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause 502 6 providing and applying tack coat with bitumen vg-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503. 7 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen vg-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type c as per technical specification clause 508. 8 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c as per technical specification clause 513 9 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge (si_ 253a) 10 maintainance of first year (@0.00% of total work amount of pc area) 11 maintainance of second year (@ 1.00% oftotal work amount of pc area) 12 maintainance of third year(@1.50% of total work amount of pc area) 13 maintainance of fourth year (@2.00% of total work amount of pc area) 14 maintainance of fifth year (@3.00% of total work amount of pc area) 15 interlocking/c.c. area:- granular sub-base with coarse graded material (table:- 400.1) construction of granular sub-base by providing coarse graded material, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 16 water bound macadam (22.4-53) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification mord clause 405(3a) 17 earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the engineer-in-charge (carted earth beyoned 02 km.) (aor) 18 supply & laying of i shaped precast interlocking tiles of thickness 60 to 100mm (compressive strength not less then 30mpa and weight 4.50kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (rubber molded)(chapter_20_item_14d) 19 rcc work providing and laying in position specified grade of in r.c.c. raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - all work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)(chapter_5_item_9) 20 reinforcement of reinforced concrete or reinforced brick work (when not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage bend, hooks, binding wire and authorized over lapping shall be measured upto floor two level. (chapter_10_item_3) 21 maintainance of first year (@0.00% of total work amount of interlocking/c.c. area) 22 maintainance of second year (@ 0.25% oftotal work amount of interlocking/c.c. area) 23 maintainance of third year(@0.50% of total work amount of interlocking/c.c. area) 24 maintainance of fourth year (@0.75% of total work amount of interlocking/c.c. area) 25 maintainance of fifth year (@1.00% of total work amount of interlocking/c.c. area) 26 other work (hume pile & sign board):- e.w in excavation in foundation trenches in ordinary soil( loam, clay or sand ) i/c ligt up to l.50m lead up to 30m & i/c filling, watering & ramming of excavated earth in to trenches or in to the space between trenches or in to the plinth and removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the foundation trenches.( chapter_4_item_1) 27 providing and laying cement concrete 1:6:12 (1 cement :6 coarse sand : 12 graded stone aggregate 40mm nominal size) and curing complete including cost offrom work in found ation & floors. (fine sand not less than in 1.25 fm) (chapter_5_item_1) 28 class-150 (non modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. (chapter_6_item_2) 29 12mm thick cement plaster in single coat on fair side of single or half brick wall interior plastering upto floor two level including internal rounded angle schamfers, and rounded angles not exceeding 80mm in grit hand finished even and smooth. 1 cement : 4 coarse sand. (chapter_13_item_2) 30 providing and laying cement concrete in 1:2:4 of not less than strength of m15 stone ballast (40mm. normal size) approved coarse sand and cement, curing complete, including cost of form work in foundation and floors. but with 2cm nominal size stone gritin stead of 4cm stone ballast.(chapter_5_item_7) 31 laying and fixing of 450mm dia n.p.-3 hume pipe (socket hume pipe) including cost ofmaterial etc in proper position as directed by e/i including cartage of pipes/collars upto 100km distance including cost of pipes etc (aor) 32 providing & fixing & hosting of reflective signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type iv as per irc-67:2010 retro reflective sheeting with ms angle frame of 35x35x5mm of ms pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (rate sanction as per estimate)