tender for maintenance of link road from kadaura hanchandpur to gram niswapur under kums kadaura - earth work in cutting or in embankment in back cotton 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. (excluding royality) si no. 253 2 providing, laying, spreading and compacting 45-63mm gauge stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading ii as per technical specification clause 3 providing, laying, spreading and compacting 22.4-53mm gauge stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading iii as per technical specification clause 4 providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/sqm using mechanical means. as per m.o.r.t.&h. specification clause 5.1 si no -502 5 providing and applying tack coat with bitumen vg-10 using pressiure 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 iii 6 providing and laying 20 mm thick open-graded premix carpet using bitumen vg-10 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and evel ii serve as per mord specific 508clauseby hmp 7 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 8 supply and fixing of road sign board of approved drawing and design including cost of all materials, labour, t&p etc. required for proper completion of the work as directed by engineer-in-charge. 9 maintenance of first year (0.00% of total amount of premixing etc. work) 10 maintenance of first year (0.75% of total amount of premixing etc. work) 11 maintenance of first year (1.50% of total amount of premixing etc. work) 12 maintenance of first year (2.25% of total amount of premixing etc. work) 13 maintenance of first year (3.00% of total amount of premixing etc. work) 14 excavation in foundations inblack cotton soilincluding lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches.si.no. 251 15 stone dust filling in plinthincluding supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. rmr 16 cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 includingsupply of all materials, labour, t&p etc. required for proper completion of work. s.i.no. 281 17 m- 150 class brick work in 1:4 cement and fine sand of 1.25 f.m. mortar in foundation and plinth including cost all materials, labour & t&p, etc. required for proper completion of the work. s.i.no. 303 18 12 mm thick plaster in 1:4 cement and coarse sand mortar thickness not to be less than 10 mm including supply of all materials labour and t&p etc. required for proper completion of the work. s.i.no. 17.58(iii) 19 supply and laying of 125 microne polythene sheet of approved qualityincluding cost of all materials, labour, t&p etc. required for proper completion of the work as directed by engineer-in-charge. analysis 20 plain cement concrete with 2cm gauge approved stone grit and approved coarse sand and cement in proportion of 1:1.5:3 including cost of all materials, labour, tools and plants, etc. required for proper completion of the work. s.i. no.new item a and analysis 21 maintenance of first year (0.00% of total amount of c.c. work) 22 maintenance of second year (0.25% oftotal amount of c.c. work) 23 maintenance of third year (0.50% oftotal amount of c.c. work) 24 maintenance of fourth year (0.75% oftotal amount of c.c. work) 25 maintenance of fifth year (1.00% oftotal amount of c.c. work)