construction of various works under nagari dalitetar wasti sudhar yojana 2025-26 at pimpalgaon baswant municipal council, taluka niphad, district nashik. (total - 06 works)- 1 1) name of work- construction of cc road from umbarkhed road to talathi colony picking the road surface including sectioning etc. complete (bt surface.) 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 disposal ofmaterials obtained from road cutting for a lead of over 5 km 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 vibratory roller including artificial watering etc.complete. 7 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with fine aggregate (natural sand / crushed sand vsi grade finely washed etc) 8 providing and laying in situ cement concrete m -30 with tremix treatment for 200 mm thickness for concrete road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) etc. complete 9 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 10 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 11 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 12 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 13 2) name of work- construction of cc road @ induprabha gangurde nagarpicking the road surface including sectioning etc. complete (bt surface.) 14 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. 15 disposal ofmaterials obtained from road cutting for a lead of over 5 km 16 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 17 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 18 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. 19 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with fine aggregate (natural sand / crushed sand vsi grade finely washed etc) 20 providing and laying in situ cement concrete m -30 with tremix treatment for 200 mm thickness for concrete road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) etc. complete 21 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 22 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 23 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 24 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 25 3) name of work- stbt to road from yashwant nagar to hari om row housedressing of side shoulder / scrapping the road side shoulder by mechanical means(by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 26 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. 27 disposal ofmaterials obtained from road cutting for a lead of over 5 km 28 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 29 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 30 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. 31 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. by mechanical means - grading ii (using screening type b (11.2 mm) aggregate) 32 providing and constructing 50 mm. thick modifiedpenetration macadam (mpm)road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying thebitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting withstatic roller having weight 8 to 10 mt. to achive the desired degree of compaction as per technical specification clause 506etc. complete.including picking of existing wbm surface.(vg-30 bulk bitumen rates are considered to arrive at rates) 33 providing and applying tack coat on the prepared surface heating by fames in boiler and spraying bitumen with sprayer on dry / hungry b.t. surface 3 kg/10 sqm. (vg-30 bulk bitumen rates are considered to arrive at rates) 34 open graded premix surfacing- providing and laying ogc 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with vts , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and seal coat. for bitumen of specified grade--using drum mix type hot mix plant with scada, paver and vibratory roller ( over mpm surface) (vg-30 bulk bitumen rates are considered to arrive at rates) 35 providing bituminous type a liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 kgsqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 mt. etc. complete. (vg-30 bulk bitumen rates are considered to arrive at rates) 36 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 37 providing and laying hot applied thermoplastic road marking strip on bituminous surface of specified shade/ colour of 2.5 mm thick including 1.5 refractive index reflectorizing glass beads @ 250gm/sqm .thickness of 2.5 mm is exclusive of surface applied glass beads as per irc 35:2015. initial dry reflectivity rl shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity rl of 100 mcd/sqm/ lux and qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a standard reflectometer of zehntner, easylux, delta make capable of measuring rl & qd both according to irc 35:2015 clause 15.5. the finished surface to be level, uniform, and free from streaks and holes complete as per direction of engineer-in-charge and in accordance with applicable specifications.(refer morth clause 803 for technical specification and performance for irc 35:2015). 38 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 39 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 40 4) name of work- construction of cc road from shastri nagar (shani mandir) to laxman borastes housedressing of side shoulder / scrapping the road side shoulder by mechanical means(by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 41 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. 42 disposal ofmaterials obtained from road cutting for a lead of over 5 km 43 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 44 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 45 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. 46 construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at omc, carriage of mixed material to work site, spreading in uniform layers with motor grader/ paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - plant mix method and grading - i material 47 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with fine aggregate (natural sand / crushed sand vsi grade finely washed etc) 48 providing and laying in situ cement concrete m -30 with tremix treatment for 200 mm thickness for concrete road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen (excluding reinforcement) with coarse and fine aggregate ( natural sand/ vsi grade finely washed crushed sand) etc. complete 49 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 50 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 51 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 52 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 53 5) name of work- st to roads @ nirmal laxmi row house (balaji mandir area)dressing of side shoulder / scrapping the road side shoulder by mechanical means(by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 54 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. 55 disposal ofmaterials obtained from road cutting for a lead of over 5 km 56 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 57 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 58 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. 59 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller. to the required density. by mechanical means - grading i (using screening type a (13.2) mm aggregate) 60 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 61 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 62 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete. 63 6) name of work : construction of cc internal roads @ shivaji nagar under nagari dalittetar wasti sudhar yojanadressing of side shoulder / scrapping the road side shoulder by mechanical means(by jcb /douzer) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by engineer in charge. 64 dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 65 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. 66 disposal ofmaterials obtained from road cutting for a lead of over 5 km 67 supplying hard murum/ kankar at the road site, including conveying and stacking complete. 68 spreading hard murum/ soft murrum/ gravel or kankar for side width complete 69 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc.complete. 70 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. by mechanical means - grading ii (using screening type b (11.2 mm) aggregate) 71 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with fine aggregate (natural sand / crushed sand vsi grade finely washed etc) 72 providing and laying in-situm30 grade unreinforced plain cement concretepavementover 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 gradationas 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 gradesas directed by engineer-in-charge and curingby 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 withdepth 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. 73 providing and laying 125 micron low density polyethylene (ldpe) sheet confirming to is 3395 : 1997 below concrete pavement including all materials and labour complete. 74 cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by engineer incharge. 75 providing to contraction joints polysuphide sealent (pouring grade) confirming to bs : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mone metric tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (a) contraction and longitudinal joints (15 mm. deep x 8 mm.wide) 76 providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. 77 providing and laying concrete pipes of i.s.np class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collar in cement mortar 1:1 and refilling the trench complete. 78 laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by vigilance and quality control circle nashik for the current year as per seprate statement attached 79 royalty charges of lime stone, lime shell, stones, rubble, stone dust, shingles, gravels, murum, kankar, ordinary sand, ordinary clay, ordinary earth, slate & shell etc complete.