Loading…
Loading…
Tender Value
₹33.8 Cr
EMD Value
₹16.9 L
Closing Date
29 Jun 2026, 11:00 am
Chief Engineer, Nagpur Zone
Office of The Chief Engineer, MIDC Udyog Bhavan Building, Civil Line Nagpur
DG PUSAD G.C. INDUSTRIAL AREA Pusad Indl. Area Strengthening of existing infrastructure in Pusad Growth centre
2026_MIDC_1306829_1
NIT-02 OF 2026-27
Open Tender
Civil Works
365 days
Pusad
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,680
₹16.9 L
Yes
Amravati
5 Jun 2026
5 Jun 2026
30 Jun 2026
5 Jun 2026
29 Jun 2026
19 Jun 2026
5 Jun 2026 - 12 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Strengthening of road by Concreteing & construction of CD work. | ||||||
| 1.01 | 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 upto a lead of 50m. and spreading for embankment or stacking as directed. ( Rates excluding GST ) | - | Cum | - | - | itemH1Code1 |
| 1.02 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( Rates excluding GST ) | - | Sqm | - | - | itemH1Code2 |
| 1.03 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. ( Rates excluding GST ) | - | Cum | - | - | itemH1Code3 |
| 1.04 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) ( Rates excluding GST ) | - | Cum | - | - | itemH1Code4 |
| 1.05 | 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 ( Rates excluding GST ) | - | Cum | - | - | itemH1Code5 |
| 1.06 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | - | Cum | - | - | itemH1Code6 |
| 1.07 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. | - | Sqm | - | - | itemH1Code7 |
| 1.08 | Construction of dry lean cement concrete Sub- base over a prepare 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 subgrade surface if required etc. complete. | - | Cum | - | - | itemH1Code8 |
| 1.09 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. | - | Cum | - | - | itemH1Code9 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.32 MB
Tendernotice_2.pdf
PDF • 0.14 MB
BOQ_2242728.xls
BOQ • 0.43 MB
TenderDocument337624843.pdf
Tender Documents • 0.59 MB
ItemSpecification337624843.pdf
Other Document • 0.17 MB
PusadDwg1.pdf
Additional Documents • 0.48 MB
PusadDwg2.pdf
Additional Documents • 0.50 MB
Download all tender documents and submit your bid