Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAccepted-AOC SHANTI CENTER 03 MCCH SOCIETY V B PHADAKE MARG PANVEL RAIGAD 410206 | PANVEL | RAIGAD | MAHARASHTRA | 410206 | ₹10.6 Cr Quoted ₹10.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.7 CrRejected-AOC 815 MUGHALCHAK ALINAGAR MUGHALSARAI CHANDAULI UTTAR PRADESH 232101 UDYAM UP 19 0006991 | CHANDAULI | UTTAR PRADESH | 232101 | ₹10.7 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹12.8 CrRejected-AOC OFFICE NO B3 B4 GURUSHANRAN COMPLEX THANE 410206 | THANE | THANE | MAHARASHTRA | 410206 | ₹12.8 Cr | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Eligible |
Tender Value
₹12.9 Cr
EMD Value
₹13 L
Closing Date
18 Mar 2026, 5:00 pmClosed
Chief Executive Officer
MMRISMC Office, D-630, 6th Floor, D-Wing, DISMA Building, Steel Market Yard, Kalamboli
Construction of Concrete Roads and Allied Electrical Works on Internal Roads No. 2/1, 3/1, 3/3, 6/3 and 7 in the MMRISMC Market Yard at Kalamboli Navi Mumbai
2026_UDDMH_1285429_1
MMRISMC/1805/2026
Open Tender
Civil Works
Percentage
365 days
Steel Market Yard Kalamboli
As mentioned in tender document
2 documents required · 2 mandatory
₹25,000
₹13 L
MMRISMC Office Kalamboli
19 May 2026
10 Mar 2026
24 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
10 Mar 2026 - 18 Mar 2026
16 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Work | |||||
| 1.01 | Excavation for road way 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 embank mentor stacking as directed. (Including dewatering) | - | Cum | - | - |
| 2Conveying materials obtained from road cutting including all lifts, laying in laying at location as directed (To be thrown outside the Market Yard Area & no separate land/plot will be provided successful contractor has to make their own arrangement) | |||||
| 2.01 | a) 1.00 km | - | Cum | - | - |
| 2.02 | b) 5.00 km | - | Cum | - | - |
| 3Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.(Including dewatering) | |||||
| 4Providing and laying concrete pipes of I.S.NP.class of 300mm diameter in proper line, level and slope including necessary collars, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. (Including dewatering) | |||||
| 5Providing soling using 80mm size trap metal in 20cm. Layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.(Including dewatering) | |||||
| 6Construction 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 clause401--Plant Mix Method and Grading - I Material (Including dewatering) | |||||
| 7Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate 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. (Including dewatering) | |||||
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.28 MB
Tender_1805.pdf
Tender Documents • 1.90 MB
BOQ_2210608.xls
BOQ • 0.34 MB
Corrigendum_2_1285429_1.pdf
PDF • 0.16 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].