proposed various development works in parbhag no. 01 for municipal council jintur- 1 civil work 2 excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 3 conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. 4 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 5 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 6 compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. 7 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / paver 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 -- by mix in place method and grading - i material 8 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / paver 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 -- by mix in place method and grading - ii material 9 construction of dry lean cement concrete sub- base over aprepared sub-gradewith coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant/ weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byengineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete.with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 10 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 11 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 12 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 13 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 14 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 15 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 16 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 17 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 18 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 19 providing and laying in-situ m30 grade unreinforced plain cement concrete pavement with max 20% fly ash ( fly-ash upto 20% by weight of cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) conforming to is 383, using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013, mixed in a tilting type concrete mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by engineer-in-charge and curing by curing compound /by providing cement vata in cement mortar 1:8 @0.6m x 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge. with fully automatic micro processor based plc with scada enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. 20 royalty and testing gf 21 royalty charges for other minerals 22 royalty charges for sand 23 basic test of aggregate 24 hard-murum compaction test 25 compressive strength of c.c cube (set of 3 cube)