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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC LQ |
| 2 | L2₹4.7 LRejected-Finance | ₹4.7 L | L2 | Rejected-Finance HQ |
| Sl No | Description | Qty | Unit | ALI.B L2 | MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00covering slab | |||||
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.61 | cum | 10,150.69 ₹26,462.85 | 9,227.9 ₹24,057.14 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 1,03,115.64 ₹24,232.18 | 93,741.49 ₹22,029.25 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.47 | cum | 9,431.71 ₹13,864.61 | 8,574.28 ₹12,604.19 |
| 1.00 | OD184537/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with
rotavator at once as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix
soil. for foot path | 12.47 | cum | 2,477.6 ₹30,900.63 | 2,252.36 ₹28,091.43 |
| 1.00 | 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) | 14.64 | cum | 9,818.78 ₹1.4 L | 8,926.16 ₹1.3 L |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 21.06 | cum | 453.27 ₹9,545.87 | 412.06 ₹8,677.98 |
| 1.01 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.96 | cum | 9,241.5 ₹36,596.34 | 8,401.36 ₹33,269.39 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 12.3 | cum | 9,031.44 ₹1.1 L | 8,210.4 ₹1.0 L |
| 1.01 | OD220959/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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 | 136.8 | cum | 476.71 ₹65,213.93 | 433.37 ₹59,285.02 |
Tender Value
₹4.2 L
EMD Value
₹10,577
Closing Date
10 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SULTHANBATHERY MUNICIPALITY
Annual Plan-286/2025-26-SULTHAN BATHERY MUNICIPALITY_CONCRETE COVERING SLAB FOR DRAINAGE NEAR THE HOUSE BUSHARA MUJEEB AT DIVISION -9
2025_LSGD_804050_36
E1-03/2025-26
Open Tender
Civil Works - Canal
360 days
SULTHAN BATHERY MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,577
Yes
29 Dec 2025
3 Oct 2025
13 Oct 2025
3 Oct 2025
10 Oct 2025
3 Oct 2025
Amount
covering slab
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD184537/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Technical Specification Clause 408. &lt;br&gt;(ii) Using Gravel mix soil. for foot path
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD220959/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS 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
OD167374/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 500 mm , 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
ALI.B (BID ID -2382567)
Bidder Name
MALAYORAM LABOURCONTRACT CO OPERATIVE SOCIETY
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