construction work of vishaidhanpurwa ( r.g. newada ) link road in district bahraich ( vidhan sabha-mahsi ) ; 1 construction of embankment with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5. 2 excavation in soil using hydrolic exavator and tippers with disposal upto 1000m exavation for road work in soil with hydrolic exavator of 0.9cum. bucket capacity including cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements of line grade and cross sections and transporting to the embankment location with a lift upto 1.5m. and lead upto 100m. as per technical specification clause 302.3. 3 granular sub-base with well graded material ( table400.1 ) by mix in place method construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 4 providig, laying, g-2 spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clauses 405. 5 providig, laying, g-3 spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clauses 405. 6 prime coat-providing and applying primer coat with bitumen emulsion ( ss-2 ) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70kg / sqm using mechanical means as per technical specification clause 502 ( including cost of emulsion ss-2 ) 7 tack coat - providing and applying tack coat with bitumen vg-10 using rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleand with hydraulic broom as per technical specification clause 503 ( including cost of bitumen vg-10 ) 8 20mm thick open-graded premix carpet using bituminous ( penetration grade / modified bitumen ) binder providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 type c as per technical specification clause 508 ( including cost of bitumen vg-10 ) 9 seal coat - 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 510 ( including cost of bitumen vg-10 ) 10 construction of subgrade & shoulders with approved material obtained from available land as permitted and approved by engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5. ( patri ) 11 excavation in foundation in ordinary soil ( loam clay or sand ) including filling lift upto 1.5 metre ( 5fts. ) intothe trenches upto30 m. ( 100fts ) & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in charge upto a distance of 30m ( 100fts ) form the foundation trenches ( as per sor 251 ) 12 providing and laying cement concrete in proportion 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm nonimal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. ( as per sor 280 ) 13 class m-150 bricks work in1:4 in 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 ( as per sor 305 b ) 14 providing and laying reinforced cement concrete pipe np-3 as per design in single row- providing and laying reinforced cement concrete pipe np-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head parapets clause 1106. as per s.i. no. 1100 mord spec. ( a ) hume pipe 600 mm dia 15 providing and laying reinforced cement concrete pipe np-3 as per design in single row- providing and laying reinforced cement concrete pipe np-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head parapets clause 1106. as per s.i. no. 1100 mord spec. ( b ) hume pipe 350 mm dia 16 pointing with cement mortar ( 1:3 ) on brickwork as per drawing and technical specification clauses 613.3 and 1204 17 brick edgeing- brick edging on both side of the road ist class bricks some ( 3 ) wide 12 cc ( 450 ) deep laid with mud mortar including labour & supply of brick finished to required template and in proper aligment and also including dressing & ramming the excavated earth including all labour t&p sudries required for completion of work with material. ( as per sor 765 ) 18 providing and fixing of informatory sign board of ms plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. lower end of vertical support will be welded to 2 no 75x75mm of 12 swg sheet duly embedded in cement concrete in m-15 grade blocks of 450x450x600mm, 600 below ground level. all ms will be stove enameled on both sides, lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and annexure 1700.1 19 providing and laying of km stone of standard design as per irc-8 fixing in position including painting of km stone with 2 coats of approved synthetic enamel paint and letteringas per pwd maintenance manual including cost of km stone, transpotation to site and all materials, labour t&p etc. required proper complete of work. 20 providing and laying of hecto meter stone of standard design as per irc-8 fixing in position including painting of hecto meter stone stone with 2 coats of approved synthetic enamel paint and letteringas per pwd maintenance manual including cost of hecto meter stone stone, transpotation to site and all materials, labour t&p etc. required proper complete of work.