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NTID 47124944
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Inquiry NowProposed Construction Of Road in Bhiwandi - Complete Tender Details
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Bhiwandi Nizampur City Municipal Corporation
Bhiwandi, Maharashtra, India
NTID 47124944
- Opening Date : Mon 26th October, 2026
- Closing Date : Fri 23rd October, 2026
- ₹ 1424426.00
- NTID 47124944
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
14500.00 -
Document Cost
590.00 -
Estimated Cost
1424426.00
BOQ Items Total Items : 23 | Total Qty : 1059.836
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Proposed Construction of Road and Gutter of main road from vanjarpatta naka toward nizampura bike bazzar in ward no.6 p.s 5 bhiwandi | ||
| 2 | Item No. 1 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading or stacking as directed. 89/2.14 | 38.5 | Cmt |
| 3 | Item No. 2 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 up to a lead of 50m. and spreading for embankment or stacking as directed. 87/2.11 | 96.25 | Cmt |
| 4 | Item no. 4 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 - I Material 113/3.01 | 38.5 | Cmt |
| 5 | Item No. 5 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-in charge , 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. 181/5.13 | 38.5 | Cmt |
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