Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAccepted-AOC | ₹3.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 CrRejected-Finance | ₹3.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹3.9 CrRejected-Finance 43 SHANTI NAGAR BEHIND ABHAY YUVA COLLEGE DHULE | DHULE | MAHARASHTRA | 424001 | ₹3.9 Cr | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical 40 SATSANG COLONY GONDUR ROAD DEOPUR DHULE TAL AND DIST DHULE | DHULE | MAHARASHTRA | 424001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s. A.B.Wagh L3 | subhash suklal jagtap L2 | Noble Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00Name of Work : Construction & 5 Year Maintenance of 9 m x 5 Span Submersible Bridge at Ch.10/000 on District Border Nandale to Chinchkheda to Babre Road, Taluka Dhule , Distrcit Dhule Bill No. 1 - Prelimaninary & Excavation | ||||||
| 1.01 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. For : Above 600 mm to 900 mm dia Hume pipe | 23.1 | One Running Meter | 665 ₹15,361.50 | 653 ₹15,084.30 | 535 ₹12,358.50 |
| 1.02 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil Upto 3 m depth ( By Mechanical means) | 217.37 | One Cubic Meter | 757 ₹1.6 L | 744 ₹1.6 L | 610 ₹1.3 L |
| 1.03 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil Upto 3 m to 6 m depth ( By Mechanical means) | 52 | One Cubic Meter | 899 ₹46,748 | 883 ₹45,916 | 724 ₹37,648 |
| 1.04 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth | 488.24 | One Cubic Meter | 947 ₹4.6 L | 930 ₹4.5 L | 762 ₹3.7 L |
| 1.05 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock | 406.36 | One Cubic Meter | 1,459 ₹5.9 L | 1,433 ₹5.8 L | 1,175 ₹4.8 L |
| 1.06 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering | 305.08 | One Cubic Meter | 121 ₹36,914.68 | 118 ₹35,999.44 | 97 ₹29,592.76 |
| 1.07 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Pier for Normal Dewatering | 400.2 | One Cubic Meter | 190 ₹76,038 | 187 ₹74,837.40 | 153 ₹61,230.60 |
| 1.08 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Return for Normal Dewatering | 227.29 | One Cubic Meter | 38 ₹8,637.02 | 38 ₹8,637.02 | 31 ₹7,045.99 |
| 1.09Bill No. 2. Foundation | ||||||
Tender Value
₹3.6 Cr
EMD Value
₹1.8 L
Closing Date
29 Oct 2025, 6:00 pmClosed
Superintending Engineer PMGSY MRRDA NAHISK
Superintending Engineer (PMGSY), MRRDA, Nashik Region, Nashik,BarrackNo.7,Divisional Commissioner Office Campus,Nashik Road-422101
PackageNo.ADB-(II)-DHU--BR-06 TAL AND DIST DHULE
2025_MRRDA_1228513_1
SE-NASHIK/ADB-DHU-BR-01-25-26
Open Tender
Civil Works - Bridges
365 days
DHULE
NIT
2 documents required · 2 mandatory
₹11,800
₹1.8 L
12 Feb 2026
15 Oct 2025
31 Oct 2025
15 Oct 2025
29 Oct 2025
19 Oct 2025
15 Oct 2025 - 18 Oct 2025
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 • 0.78 MB
B1-Drawing.pdf
Tender Documents • 0.21 MB
SignBoard.pdf
Tender Documents • 1.53 MB
B2-Drawing.pdf
Tender Documents • 0.22 MB
B1-LocationMap.pdf
Tender Documents • 0.84 MB
B2-LocationMap.pdf
Tender Documents • 0.85 MB
BOQ_2120044.xls
BOQ • 0.34 MB
B1-Maintanance.pdf
Tender Documents • 0.20 MB
B2-Maintanance.pdf
Tender Documents • 0.20 MB
SBD06N.pdf
Tender Documents • 2.24 MB
Download all tender documents and submit your bid