Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC GAT NO 562 1 A SURLI ROAD KARMALA CHOWK TEMBHURNI TAL MADHA DIST SOLAPUR 413 211 | TEMBHURNI | SOLAPUR | MAHARASHTRA | 413211 | ₹9.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.1 CrRejected-Finance | ₹10.1 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 142 A B 4 SHETE NAGAR LAXMI PETH SOLAPUR 413001 DIST SOLAPUR | SOLAPUR | SOLAPUR | MAHARASHTRA | 413001 | - | - | Rejected-Technical Rejected due to non eligibility as per bidding document |
| Sl No | Description | Qty | Unit | Ms Deshmukh And Company L1 | V H KHATRI CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Site Clearance, Dismantling and Earth Works | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all lead including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201. By mechnical means (A) In area Non of thorny jungle And As Directed by Engineer Incharge | 8.01 | Hectare | 31,214.65 ₹2.5 L | 32,700 ₹2.6 L |
| 1.02 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and all lead more than 100 meter as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3 And As Directed by Engineer Incharge | 19,996.51 | cubic meter | 59.35 ₹11.9 L | 62 ₹12.4 L |
| 1.03 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, transporting to embankment site with all lift and all lead , trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3.5 And As Directed by Engineer Incharge | 2,319.14 | cubic meter | 90.89 ₹2.1 L | 95 ₹2.2 L |
| 1.04 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lift and all leads as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge | 707.53 | cubic meter | 153.49 ₹1.1 L | 160 ₹1.1 L |
| 1.05 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lift and all lead, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge | 303.23 | cubic meter | 449.87 ₹1.4 L | 470 ₹1.4 L |
| 1.06 | Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with all lift and all leads as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge | 5,580 | square meter | 13.43 ₹74,939.40 | 14 ₹78,120 |
| 1.07 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge | 15,666.9 | cubic meter | 76.51 ₹12.0 L | 80 ₹12.5 L |
| 1.08 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 lead more than 250 metre as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge | 15,943.79 | cubic meter | 481.09 ₹76.7 L | 503 ₹80.2 L |
| 1.09 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 303.1. And As Directed by Engineer Incharge | 20,182.87 | cubic meter | 476.42 ₹96.2 L | 498 ₹1.0 Cr |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
28 Apr 2023, 5:30 pmClosed
Superintending Engineer PMGSY Pune New Administrat
Superintending Engineer PMGSY Pune New Administrative Building, 3rd Floor Near Council Hall, Pune-1
ADB SOL (II) 03 Improvement of Road from Kumbhej to Nerle Ch 0/000 to 17/170 proposed length 16.020km Taluka Karmala District Solapur
2023_MRRDA_893625_3
05/2023-24
Open Tender
Civil Works - Roads
547 days
Solapur
Please refer Tender documents.
9 documents required · 9 mandatory
₹17,700
Yes
₹4.6 L
Yes
13 May 2026
13 Apr 2023
2 May 2023
13 Apr 2023
28 Apr 2023
21 Apr 2023
13 Apr 2023 - 28 Apr 2023
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 • 0.67 MB
ADB_SOL_03.pdf
Tender Documents • 2.37 MB
BOQ_1557124.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid