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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹8.6 L+₹60,119 (7.55%)Rejected-Finance | ₹8.6 L+₹60,119 (7.55%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.6 L+₹67,119 (8.43%)Rejected-Finance | ₹8.6 L+₹67,119 (8.43%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | AHAMMED K.K. L2 | K. Abdul Rahim L1 | Musthafa KT L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.10 | od134860/2024_2025
[OD from Mord 3.3 & 3.40] Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposied layer by ramming and watering lead upto 50 m and lift upto 1.50 m as per direction of site engineer in charge | 49.43 | cum | 331.68 ₹16,393.95 Lowest | 331.68 ₹16,393.95 Lowest | 331.68 ₹16,393.95 Lowest |
| 1.20 | od134866/2024_2025
[OD from DAR 51.2.3] Filling with Quarry Muck <br>Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade | 52.21 | cum | 940.22 ₹49,087.95 Lowest | 940.22 ₹49,087.95 Lowest | 940.22 ₹49,087.95 Lowest |
| 1.30 | 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)a)Materials | 52.21 | cum | 9,122.67 ₹4,76,285.48 | 8,122.67 ₹4,24,076.48 Lowest | 9,122.67 ₹4,76,285.48 |
| 2.00Protection Wall | ||||||
| 2.10 | 3.5.2
Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 36.85 | cum | 64.45 ₹2,374.73 Lowest | 64.45 ₹2,374.73 Lowest | 64.45 ₹2,374.73 Lowest |
| 2.20 | 11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
I.P.C.C grade M 10
(i)Nominal mix 1:3:6 | 4.95 | cum | 7,841.67 ₹38,784.9 Lowest | 7,841.67 ₹38,784.9 Lowest | 7,841.67 ₹38,784.9 Lowest |
| 2.30 | 12.5.1.1
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
For height upto 5 m
I.P.C.C grade M 15
(i)Nominal mix (1:2.5:5) | 16.8 | cum | 8,107.26 ₹1,36,226.29 Lowest | 8,107.26 ₹1,36,226.29 Lowest | 8,107.26 ₹1,36,226.29 Lowest |
| 2.40 | 13.1.1.1
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I.R.C.C grade M 20
(i)For nominal mix 1:2:4 | 5.67 | cum | 9,972.37 ₹56,543.34 Lowest | 9,972.37 ₹56,543.34 Lowest | 9,972.37 ₹56,543.34 Lowest |
| 2.50 | 11.8
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.79 | tonne | 98,532.76 ₹77,939.41 | 88,532.76 ₹70,029.41 Lowest | 98,532.76 ₹77,939.41 |
Tender Value
₹8.0 L
EMD Value
₹19,912
Closing Date
17 Feb 2025, 12:00 pmClosed
Sr.Manager
SILK FOUNDRY UNIT PALAPPURAMP.O, OTTAPALAM PALAKKAD- 679103
LAC-ADS Project No.21253 - Kottakkal LAC ADS - Soopy Nagar Edathingal Road and connection Road concreting and Side protection works in Kottakkal Municipality, Malappuram District. (Project No.21253)
2025_SILK_736145_1
SILK/FUO/TD/2024-25/21A
Open Tender
Miscellaneous Works
Item Rate
360 days
Malappuram
As per the tender documents
6 documents required · 6 mandatory
₹1,880
₹19,912
Yes
30 May 2026
10 Feb 2025
18 Feb 2025
10 Feb 2025
17 Feb 2025
10 Feb 2025
10 Feb 2025 - 17 Feb 2025
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