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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-AOC | L1 | Accepted-AOC Quoted lower amount and hence accepted | |
| 2 | L2₹18.3 L+₹23,761.11 (1.32%)Rejected-AOC VADAKE EDIVETTIYAKATH EZHUGANIYIL HOUSE KANUR | KANNUR | KERALA | 670001 | L2 | Rejected-AOC Quoted higher amount than L1 and hence rejected | |
| 3 | L3₹18.4 L+₹36,364.31 (2.01%)Rejected-AOC P W D CONTRACTOR REG NO 2A T B CONSTRUCTION | L3 | Rejected-AOC Quoted higher amount than L1 and hence rejected | |
| 4 | L4₹19.5 L+₹1.5 L (8.22%)Rejected-AOC POOKKATH HOUSE ULLANAM P O KOLATHINGAL CHERANANGADI MALAPPURAM 676303 | MALAPPURAM | MALAPPURAM | KERALA | 676303 | L4 | Rejected-AOC Quoted higher amount than L1 and hence rejected |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
2 Dec 2024, 2:30 pmClosed
Executive Engineer
Executive Engineer,PWD Roads division Manjeri
GENERAL-Flood damage works-Construction of drain with cover slab between Km 0/000 and Km 1/900 of Moolakkal - Unniyal road in Tanur LAC
2024_PWD_708128_1
D1/PWD/RB/TR/6571/2022 Dated 22.11.2024
Open Tender
Civil Works - Roads
Item Rate
120 days
Tanur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
4 Feb 2025
22 Nov 2024
4 Dec 2024
22 Nov 2024
2 Dec 2024
22 Nov 2024
Amount
Drain works
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
2.5.1.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately <br> Bituminous courses - By Manual Means<br>
4.2.A.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-III -For lower sub-base - Mix in Place Method
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD131283/2024-2025:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
VEA SHANAVAS (BID ID -1996398)
Balakrishnan Thottiyattil (BID ID -1995689)
P HAMZA HAJI (BID ID -1994700)
Bidder Name
Balakrishnan Thottiyattil
VEA SHANAVAS
SUDEVAN T
P HAMZA HAJI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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