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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹4.9 L+₹4,845.77 (1.00%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹5.4 L+₹56,985.20 (11.7%)Rejected-Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | L3 | Rejected-Finance Board resolution | |
| 4 | L4₹5.5 L+₹62,322.67 (12.8%)Rejected-Finance | L4 | Rejected-Finance Board resolution |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L1 | VISHNUJITH.M L3 | ABDUL AZEEZ A K L2 | UBAID P L4 |
|---|---|---|---|---|---|---|---|
| 1.00Concreting | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 397.95 | sqm | 13.14 ₹5,229.06 | 14.68 ₹5,841.91 | 13 ₹5,173.35 Lowest | 14.81 ₹5,893.64 |
| 1.00 | OD87963/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 11.37 | cum | 623 ₹7,083.51 | 716.74 ₹8,149.33 | 629 ₹7,151.73 | 598.03 ₹6,799.6 Lowest |
| 1.00 | OD87961/2025-2026:Granular Sub-base/base/surface course with local materials(Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material, spreading in
uniform layers manually mixing by mix in place method and compacting with rammers to
achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause
408 | 39.8 | cum | 1,922 ₹76,485.99 Lowest | 2,147.32 ₹85,452.6 | 1,943 ₹77,321.69 | 2,168.4 ₹86,291.48 |
| 1.00 | OD87964/2025-2026:Filling with Quarry Muck &1t;br>Filling up low lying and water logged areas with local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 11.37 | cum | 777 ₹8,834.49 Lowest | 868.44 ₹9,874.16 | 786 ₹8,936.82 | 983.6 ₹11,183.53 |
| 1.00 | OD87965/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) | 323.93 | 1 sqm | 925 ₹2,99,635.25 Lowest | 1,032.54 ₹3,34,470.68 | 934 ₹3,02,550.62 | 1,043.34 ₹3,37,969.13 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 11.1 | cum | 7,851 ₹87,169.65 Lowest | 8,769.27 ₹97,365.2 | 7,937 ₹88,124.51 | 8,856.03 ₹98,328.5 |
| 1.01 | OD87962/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer
frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of
primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc
complete | 1 | each | 2,302 ₹2,302 Lowest | 2,571.27 ₹2,571.27 | 2,327 ₹2,327 | 2,596.74 ₹2,596.74 |
Tender Value
₹5.9 L
EMD Value
₹14,824
Closing Date
2 Sept 2025, 11:00 amClosed
Assistant Engineer
LID EW SECTION KOPPAM GP
Ward-14 Palakkavu Road Renovation
2025_LSGD_788638_21
1/AE/LSGD/KPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Koppam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
Yes
₹14,824
Yes
8 Oct 2025
21 Aug 2025
3 Sept 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
21 Aug 2025 - 30 Aug 2025
Amount
Concreting
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD87963/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD87961/2025-2026:Granular Sub-base/base/surface course with local materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408
OD87964/2025-2026:Filling with Quarry Muck &1t;br>Filling up low lying and water logged areas with local material /quarrymuck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD87965/2025-2026:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal filing in 50mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials labour charges, etc complete. Excluding cost of edge concreting (16.91.2 modified)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD87962/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
ABDUL AZEEZ A K (BID ID -2321400)
VISHNUJITH.M (BID ID -2317841)
UBAID P (BID ID -2321558)
Bidder Name
VISHNUJITH.M
ABDUL AZEEZ A K
ANWAR CONSTRUCTION
UBAID P
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