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Construction Of Road, Footpath, Etc In Between Old Dto Tirahe To Nh-919 As Per Td, bhiwadi-Rajasthan

Bhiwadi Integrated Development authority-BIDA has published Construction Of Road, Footpath, Etc In Between Old Dto Tirahe To Nh-919 As Per Td. Submission Date for this Tender is 15-08-2022. Road Work Tenders in bhiwadi Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

33360809
Construction Of Road, Footpath, Etc In Between Old Dto Tirahe To Nh-919 As Per Td
Open Tender
Indian
Rajasthan
bhiwadi
15-08-2022

Tender Details

Construction Of Road, Footpath, Etc In Between Old Dto Tirahe To Nh-919 As Per Td

Key Value

Document Fees
INR 1180 /-
EMD
INR 387000.0 /-
Tender Value
INR 1.93 Crore /-

BOQ Items

Name of Work:iqjkus Mh-Vh-vks- frjkgs ls ,u-,p-&919 ds e/; lMd] QqVikFk bR;kfn fuekZ.k dk;ZA
Sl. No. Item Description
1Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume andstock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
2Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth (MoRTH specification : Clause 301 to 305) When excavation and loading is done mechanically using Bukll Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity).
3Providing laying spreading and compacting stone aggregate of specfic as per tabe 400-10 and 400-11 to Wet Mix Macadm specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in unifrom layer with motor grade/F.E. Loader/paver finisher, in sub base/base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. [MOTRH specification clause 406] by mechanical meand with lead up to 1 Km
4Cement of un-reinforced, without dowel bar. plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design. laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all reuired equipments.
5Add extra for dowel Bar for Cement Concrete Pavement as per drawing andMoRD Specification Clause 1501
6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size).
7Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick .
8Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work
9Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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