Tender For Construction Of Internal Cement Concrete Road In Rameshwar Nagar For Municipal Council Vaijapur At Vaijapur
Tender Value
62.24 Lakhs
Estimated cost
Bid Submission
24 May 2025
0 days left
EMD
1.24 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vaijapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Internal Cement Concrete Road In Rameshwar Nagar For Municipal Council Vaijapur At Vaijapur
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Internal Cement Concrete Road In Rameshwar Nagar For Municipal Council Vaijapur At Vaijapur |
| 2 | Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingasdirected |
| 3 | Transported of excavated material/Debris upto 1.00 km |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers withmotor grader / Paver on preparedsurface, mixing by mix in place methodwith rotavatoratOMC,andcompactingwithvibratoryrollertoachievethedesireddensity, complete as per clause 401 -- By Mix in Place Method and Grading - II Material |
| 5 | 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. |
| 6 | Providingandlayinginsitu/readymixM-20cementconcreteoftrap/granite/quartzite/gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete.(excludingreinforcement)(withreversibledrumtypemixer/concretebatchmix plant (panmixer) withSCADAwithfine agreegates ofrequired specifications( VSI sand finely washed etc ), cement 6.40 bags/cumt) |
| 7 | 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. |
| 8 | 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. |
| 9 | 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 detaileddrawingincludingfixingPolyethylenefoambackerrodofrequireddiameter (appraox. 25% larger than the initial 3 mm.to 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) |
| 10 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 11 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 12 | Compactingthehardmurumsidewidthsincludinglayinginlayersoneachsidewithvibratory roller including artificial watering etc. complete. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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 |
| 16 | TESTING CHARGES CONCRETE Compressive Strength of CC Cube (set of 3 Cubes) |
| 17 | BASIC TEST OF AGGREGATE Water Absorption,Specific Gravity, Impact Value Crushing Value |
| 18 | SOIL/MURUM Liquid Limit & Plastic Limit |
| 19 | CONCRETE Mix Design |
| 20 | Royalty Charges for METAL & MURUM w.e.f. 01/07/2021 Rate Inclusive of surcharge of 2% (211.95+4.23=216.18) |
AI Tender Summary
Tender Timeline
May 17, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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