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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.8 LAccepted-AOC | 1 | Accepted-AOC As per panchayath board resolution | |
| 2 | Rejected-Technical | - | Rejected-Technical AS PER PANCHAYATH BOARD DECISION |
| Sl No | Description | Qty | Unit | K MAHENDRAN L1 | MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L2 |
|---|---|---|---|---|---|
| 1.00Road drainage construction | |||||
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 42.91 | cum | 512.13 ₹21,975.5 Lowest | 608.91 ₹26,128.33 |
| 1.00 | 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. | 49.26 | cum | 52.71 ₹2,596.65 Lowest | 62.67 ₹3,087.31 |
| 1.00 | OD29123/2025-2026:Providing and laying in position cement concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications excluding the cost of centering and shuttering PCC Grade Nominal mix 1:3:6 | 2.5 | cum | 6,454.52 ₹16,136.3 Lowest | 7,674.34 ₹19,185.85 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 8.75 | cum | 6,560.11 ₹57,400.96 Lowest | 7,799.88 ₹68,248.95 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.4 | tonne | 74,899.45 ₹29,959.78 Lowest | 89,054.42 ₹35,621.77 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 5 | cum | 7,373.09 ₹36,865.45 Lowest | 8,766.51 ₹43,832.55 |
| 1.01 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 59.12 | cum | 51.17 ₹3,024.91 Lowest | 60.84 ₹3,596.56 |
| 1.01 | 4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 19.7 | cum | 2,536.07 ₹49,973.26 Lowest | 3,015.36 ₹59,417.67 |
| 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) | 47.47 | cum | 7,132 ₹3,38,541.78 Lowest | 8,479.85 ₹4,02,521.52 |
Tender Value
₹7.2 L
EMD Value
₹18,007
Closing Date
11 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LIDEW,Azhikode
69/25-26 PANDARATHUM KANDI KAVU KAKKIRIKKEN KUNNU ROAD CONCRETE SLAB CONSTRUCTION DRAINAGE CONSTRUCTION
2025_LSGD_779645_12
AE/LIDEW/AKD/ET2/25-26
Open Tender
Civil Works - Roads
Item Rate
Azhikode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,007
Yes
26 Nov 2025
31 Jul 2025
13 Aug 2025
31 Jul 2025
11 Aug 2025
31 Jul 2025
Amount
Road drainage construction
3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
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.
OD29123/2025-2026:Providing and laying in position cement concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications excluding the cost of centering and shuttering PCC Grade 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material
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)
OD142521/2025-2026:Item shifted to sub head 14 as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections/framed work,including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required.In gratings,frames,guard bar,ladder,railings,brackets,gates and similar works(modification of DAR item 10.25.2) Details of cost for 1mx1m framed guard bar grating of 0.218 quintal
OD29124/2025-2026:Supplying and fitting name boards of size 75 x45 cm made with GI plain sheets 1.25 mm thick ( class IiI) fitted with 35x35x4 mm MS angle 2 nos horizontally and 3 no.s vertically to make a frame for strengthening the GI pl I've vertically 90 cm above ground level and fixing in cement concrete 1:2:4 ,30 x30 x30 cm including cost and conveyance of all materials all labour charges ,fabricating etc complete
10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2282027)
Bidder Name
K MAHENDRAN
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
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