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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹4.9 L | L1 | Accepted-AOC First lowest |
| 2 | L2₹59,023.60Rejected-AOC | ₹59,023.60 | L2 | Rejected-AOC Second lowest |
| 3 | L3₹6.0 LRejected-AOC | ₹6.0 L | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L2 | SUKESH.S L3 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | OD185170/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 5.4 | cum | 316.67 ₹1,710.02 | 321 ₹1,733.40 | 262.71 ₹1,418.63 |
| 1.00 | 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 | 1.2 | cum | 7,606.23 ₹9,127.48 | 7,723 ₹9,267.60 | 6,310.02 ₹7,572.02 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 8 | cum | 8,039.74 ₹64,317.92 | 8,163 ₹65,304 | 6,669.66 ₹53,357.28 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 84,869.53 ₹18,331.82 | 86,175 ₹18,613.80 | 70,406.55 ₹15,207.81 |
| 1.00 | OD185169/2025-2026:PVC WEEP HOLES - Providing weep holes using 75mm dia. PVC pipes working pressure 4kg/sqm.cm including cost of materials, conveyance, labour charges etc. complete. | 7.5 | metre | 99.54 ₹746.55 | 101 ₹757.50 | 82.58 ₹619.35 |
| 1.01 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 49.5 | cum | 13.58 ₹672.21 | 13 ₹643.50 | 11.27 ₹557.87 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 33 | cum | 2,820.51 ₹93,076.83 | 2,863 ₹94,479 | 2,339.85 ₹77,215.05 |
| 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) | 49.5 | cum | 8,081.37 ₹4.0 L | 8,205 ₹4.1 L | 6,704.19 ₹3.3 L |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.54 | sqm | 4,227.69 ₹2,282.95 | 4,292 ₹2,317.68 | 3,507.23 ₹1,893.90 |
Tender Value
₹7.0 L
EMD Value
₹17,464
Closing Date
12 Sept 2025, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LID And EW Sub Division, Alathur Block Panchayath
Alathur Block Panchayath-Annual Plan-Thennilapuram Ambalam Pallathodi Veedu Road Concrete-Proj No 49 in Kavassery Grama Panchayath
2025_LSGD_794071_1
08/AEE/ABP/2025-26
Open Tender
Civil Works - Roads
240 days
Alathur Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,540
Yes
₹17,464
Yes
26 Dec 2025
3 Sept 2025
15 Sept 2025
3 Sept 2025
12 Sept 2025
3 Sept 2025
Amount
ROAD CONCRETING
OD185170/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD185169/2025-2026:PVC WEEP HOLES - Providing weep holes using 75mm dia. PVC pipes working pressure 4kg/sqm.cm including cost of materials, conveyance, labour charges etc. complete.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I 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)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Alathur Labour Contract Co Operative Society Ltd (BID ID -2328474)
SUKESH.S (BID ID -2335945)
Bidder Name
NIKHIL. C .K
SUKESH.S
Alathur Labour Contract Co Operative Society Ltd
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