Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC DATTA MANDIR ROAD YEDEVASTI JALGAON SUPE TAL BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102 | ₹37.4 L Quoted ₹23.5 L | L1 | Accepted-AOC accepted |
| 2 | L2₹26.2 LRejected-Finance 2 18 | PUNE | MAHARASHTRA | 410301 | ₹26.2 L | L2 | Rejected-Finance High Bid |
| 3 | L3₹26.5 LRejected-Finance HOUSE NO 355 GAT NO 103 SHIRSHNE PANDHARWADI BARAMATI PUNE 413110 | PUNE | MAHARASHTRA | 413110 | ₹26.5 L | L3 | Rejected-Finance High Bid |
| 4 | L4₹28.6 LRejected-Finance INDRAPRASTHA SOCIETY S NO 215 PLOT NO 582 583 MANJARI ROAD PUNE 411028 | PUNE | PUNE | MAHARASHTRA | 411028 | ₹28.6 L | L4 | Rejected-Finance High Bid |
| 5 | L5₹36.9 LRejected-Finance PUNE | MAHARASHTRA | 412204 | ₹36.9 L | L5 | Rejected-Finance High Bid |
Tender Value
₹37.4 L
EMD Value
₹37,385
Closing Date
19 Jan 2026, 3:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
1. Construction of C D Works on road at SH 9 Bhandgaon Khor Wadhane Kutvalwadi Bhondwewadi Khandukhairwadi Morgaon Road (ODR 187) Taluka Baramati
2026_RDPUN_1268378_1
ZPPune/South/e-Tender/62/25-26
Open Tender
Civil Works
180 days
Pune
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
₹37,385
30 Apr 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
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.
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)(Non SCADA Item)
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diaMetre in proper line, level and slope etc. complete.
Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) (Non SCADA Item)
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)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
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-incharge , 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(Non SCADA Item)
Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( Natural Sand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Cost of Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30 Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00
Please Enable Macros to View BoQ information
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.41 MB
Tendernotice_2.pdf
PDF • 0.05 MB
Tendernotice_3.pdf
PDF • 0.63 MB
Tendernotice_4.pdf
PDF • 0.39 MB
Tendernotice_5.pdf
PDF • 0.10 MB
Tendernotice_6.pdf
PDF • 0.24 MB
BOQ_2184730.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid