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| 1 | Construction of Cement Concrete of Ghankachra Project, Vaijapur For Municipal Council Vaijapur |
| 2 | Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected. |
| 3 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 4 | Disposing Excavated Material/ Debris etc. complete as directed by Engineer in charge |
| 5 | Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. |
| 6 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate ( 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 Kilogram/ cum,optimum moisturecontenttobe determinedduring triallengthconstruction,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 meansasapprovedby Engineer-in-charge,compactingwith vibratoryroller,finishing, curing andincluding preparation of sub-grade surface if required etc. complete. |
| 7 | ProvidingandlayinginsitucementconcreteM-30withtremixtreatmentfor200mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groovecuttingof4mmwideand20mmdeepwithnecessaryrefillingwithbitumen( excluding reinforcement) with coarse and fine aggregate ( VSI grade finely washed crushed sand) etc. complete |
| 8 | ProvidingandfixinginpositionTMTFE500,25mmdiadowelbarsprecoatedwith anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and PVC pipe of32mmdiawhereverdirectedincludinghandling,straightening,necessarycutting supportedbyTMTFE500,chairswithproperalignmentbyusingproperlydesigned assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 9 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 10 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 11 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 12 | SupplyingandFixingofMoldedShankRaisedPavementMarkers/Cat\"sEye madeof polycarbonateandABSmouldedbodyandreflectivepanelswithmicroprismaticlens capableofprovidingtotalinternalreflectionofthelightenteringthelensfaceandshall supportaloadof16000KilogramtestedinaccordancetoASTMD4280TypeHand complying to Specifications of Category A of MORTHCircular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 14 | Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retainingwallsetc.includingnecessaryformwork,compaction,finishingandcuringetc. complete.(withreversibledrumtypemixer/concretebatchmixplant(panmixer) with SCADAwithfineagreegatesofrequiredspecifications(VSIsandfinelywashedetc), cement 4.40 bags/cumt) |
| 15 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slopeetc. complete. |
| 16 | Providingandfixingboarddisplayinginformation,suchas\"Nameofwork,Tendercost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge |
| 17 | TESTING CHARGES BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity, Impact Value Crushing Value |
| 18 | SOIL/MURUM Liquid Limit & Plastic Limit |
| 19 | CONCRETE Compressive Strength of C.C. Cube (Set of 3 Cubes) |
| 20 | Royalty Charges for MURUM, METAL |
