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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹36.2 L−₹3.5 L (8.80%)Accepted-AOC | L2 | Accepted-AOC L1 | |
| 2 | L1₹39.7 LRejected-AOC | L1 | Rejected-AOC L2 |
Tender Value
₹36.7 L
EMD Value
₹50,000
Closing Date
24 Mar 2025, 3:30 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads Division, Alappuzha
DEPOSIT-JJM-Deposit work-Restoration of KWA pipe trench in Kayamkulam Thiruvalla road ch 20/100 to 21/400 LHS
2025_PWD_752158_1
PWD/RB/14027/2024-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Roads Division
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
25 Apr 2025
18 Mar 2025
26 Mar 2025
18 Mar 2025
24 Mar 2025
18 Mar 2025
Amount
Restoration Works
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum 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 within all lifts and lead upto 1000m
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12: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.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
3.17: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 table 300-2.
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
ABU K ZACHARIAH (BID ID -2168783)
Bidder Name
A G RAJMOHAN NAIR
ABU K ZACHARIAH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1219678.pdf
boq_comp_chart.xlsx
xlsx
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