Public Administrative Department Local Bodies Closing in 0 days TDR #42016859

Tender For Construction Of Cement Concrete Road In Indira Nagar At Vaijapur For Municipal Council Vaijapur

Issued by Local Bodies · vaijapur, Maharashtra
Tender Value
80.32 Lakhs
Estimated cost
Bid Submission
09 Feb 2024
0 days left
EMD
1.60 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
vaijapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Cement Concrete Road In Indira Nagar At Vaijapur For Municipal Council Vaijapur

BOQ

Name of Work: Construction ofCement Concrete Road In Indira Nagar at Vaijapur For Municipal Council Vaijapur
Sl. No. Item Description
1Construction ofCement Concrete Road In Indira Nagar at Vaijapur For Municipal Council Vaijapur
2Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingas directed.
3Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete.
4Construction 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.
5Providingandlayinginsitu/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)
6Cutting 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.
7Providing 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)
8Providing secondclassBurntBrickmasonrywithconventional/I.S.typebricksincement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually , striking joints on unexposedfaces, raking out joints on exposedfaces and watering etc. Complete.
9Providing sand faced plaster externally in cement mortar using approved screened sand, in all positionsincludingbasecoatof15mmthickincementmortar1:4usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm thickin cementmortar1:4finishingthesurfacebytakingoutgrainsandcuringforfourteendays scaffolding etc.complete.
10SupplyingandFixingofMoldedShankRaisedPavementMarkers/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.
11Road 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.
12Providing 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 collars in cement mortar 1:1 and refilling the trench complete.
13Providingandfixingboarddisplayinginformation,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
14TESTING CHARGES BASIC TEST OF AGGREGATE Water Absorption, Specific Gravity, Impact Value Crushing Value, Gradation, Flakiness Index
15SOIL/MURUM Liquid Limit Plastic Limit
16CONCRETE Compressive Strength of C.C. Cube (Set of 3 Cubes)
17Royalty Charges for NATURAL SAND
18Royalty Charges for MURUM, METAL

AI Tender Summary

OUR REF NO 42016859
AUTHORITY Local Bodies
TENDER VALUE 80.32 Lakhs
LAST DATE 09-02-2024
Authority
Authority Name Directorate Of Municipal Administration
Work Description Construction Of Cement Concrete Road In Indira Nagar At Vaijapur For Municipal Council Vaijapur
Basic Detail
Tender No E Tender / Vaijapur M.C / NIT 17 / 2023-24
Bidding Type Tender
Location
City vaijapur
State Maharashtra
Key Dates
Publish Date 02 Feb 2024
Submission Date 09 Feb 2024
Open Date 13 Feb 2024
Finance
Tender Value 80.32 Lakhs
Tender Fee 7000
EMD 1.60 Lakhs
Exemption Not Available
Document List
6a5c0a89-a279-4c2e-b7cd-5276c0deef1f.html
BOQ_1740436.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 02, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 09, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 13, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

6a5c0a89-a279-4c2e-b7cd-5276c0deef1f.html

xls

BOQ_1740436.xls

pdf

Tendernotice_1.pdf

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