Tender For Saswad Veer Road (Rama 131) To Pilanwadi Gram. No. 161 Road Improvement Taluka Purandar. - Excavationforfoundationinearth,soilofalltypes,sand,gravelandsoftmurum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthe buildingareaand stackingandspreadingasdirected,dewatering,preparingthebed forthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 2 Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. 3 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 (Crushed sand VSI Grade)(Non SCADA Item) 4 Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of requiredspecifications(Naturalsand /VSI sandfinely washed etc ), cement 4.05 bags/cumt) (Non SCADA Item) 5 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 - II Material 6 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with 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 by Engineer-incharge , compacting with vibratory roller, finishing, curing and including 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(Non SCADA Item) 7 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 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 diaMetre ( excluding reinforcement) with coarsen and fine aggregate Using V.S.I.Quality Artifitial Sand etc. complete with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.(Non SCADA Item) 8 Supplying hard murum/ kankar at the road site, including conveying and stacking complete 9 Spreading hard murum/ soft murrum/ gravel or kankar for side width complet 10 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. 11 Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete. RCC 200 Metre Stone in CC 1:4:8 12 Providing and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete.Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 13 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of____mm made out of ___mm aluminum sheet bonded with white retro reflective sheetingof Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressuresensitive/heat activated adhesive retoreflective specified back ground, border and backside retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side withgrey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mmX 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternateblack and white bands of 25 cm width including G.I. fixtures etc; fixing the boards inM25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc;complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shallhave 7 years written warranty from the manufacturer and authorised distributor/convertorissued for field performance including the screen printed areas and cut-out sheeting andcut-out durable transparent overlay film and this warranty certificate in original should besubmitted to the Engineer in charge by the contractor/supplier. 600 mm made out of 3mm aluminum composite material 14 Providing and fixing Mandatory / Regulatory sign board of circular shape of size 60 cm.dia. prepared on 16 gauge M.S. sheet including painting with zinc chromate stovingprimer and two coats each of white back ground,red border and backside gray stoveenamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol /letters / numerals / border, coated with non pealable crystal clear protective transparentcoat retaining 100% relection including one One Number of M.S. Angle iron post of size50 x 50 x 5 mm of 3.45 m. long inflated at bottom drilled on top in one piece without jointpainted with white and black bands of 30 cm. fixing board and post with 2 Nos. highstrength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cmsize etc. complete. circular shape of size 60 cm. dia. M.S. sheet with Retro reflective sheetEngineering grade 15 Providing and fixing board displaying information, such as Name of work, Tender cost,Name of Contractor, Work completion and liability period etc, having rectangular shapeof 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted withone coat of Zinc chromate stoving primer and two coats of enamel paint on front side andgrey stove enamel on back side and border / messages / symbols etc. with approved colourshade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly crossbraced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angleiron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black andwhite bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge 16 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 ReflectoMetre 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).
