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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹39.9 L+₹3.2 L (8.64%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MARTIN VARGHESE L4 | ASHAD M L1 | BALU B L2 | MUHAMMED SAMROOD L3 |
|---|---|---|---|---|---|---|---|
| 1.00Madasseri Koppara Road | |||||||
| 1.00 | OD89223/2025-2026: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. | 656.6 | sqm | 7.8 ₹5,121.48 | 6.77 ₹4,445.18 Lowest | 7.36 ₹4,832.58 | 7.3 ₹4,793.18 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 26 | cum | 800 ₹20,800 Lowest | 817.5 ₹21,255 | 888 ₹23,088 | 891.9 ₹23,189.4 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 80.6 | cum | 5,800 ₹4,67,480 Lowest | 5,943.8 ₹4,79,070.28 | 6,457.4 ₹5,20,466.44 | 6,484.8 ₹5,22,674.88 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.6 | cum | 9,200 ₹23,920 | 8,293 ₹21,561.8 Lowest | 9,009.6 ₹23,424.96 | 9,047.8 ₹23,524.28 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.13 | tonne | 1,00,900 ₹13,117 | 87,603.8 ₹11,388.49 Lowest | 95,173.3 ₹12,372.53 | 95,577 ₹12,425.01 |
| 1.01 | 4.11.2: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 and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 49.24 | cum | 2,484 ₹1,22,324.58 | 2,156 ₹1,06,172.22 Lowest | 2,342.4 ₹1,15,351.49 | 2,352.4 ₹1,15,843.94 |
| 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) | 98.49 | cum | 8,900 ₹8,76,561 | 8,301.3 ₹8,17,595.04 Lowest | 9,018.6 ₹8,88,241.91 | 9,056.8 ₹8,92,004.23 |
| 1.01 | 10.4.B:Direction and place identification signs more than 0.90 sqm sign board <br>B. Semi-Reflective Traffic signs <br>Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 | 2.52 | sqm | 5,600 ₹14,112 | 4,919 ₹12,395.88 Lowest | 5,344 ₹13,466.88 | 5,366.8 ₹13,524.34 |
| 2.00Colony Road | |||||||
Tender Value
₹42.3 L
EMD Value
₹50,000
Closing Date
29 Jul 2026, 6:00 pmClosed
Assistant Engineer,
Assistant Engineer, O/o The Assistant Engineer, LSGD Section, Cheruthana Grama Panchayath
Scheduled cast Development Ambedkar village Development Madasseri Nagar Madasseri to Koppara kadavu road renovation ward 11
2026_LSGD_860072_2
01/AE/26-27
Open Tender
Civil Works - Roads
Item Rate
150 days
CHERUTHANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Madasseri Koppara Road | |||||
| 1.001 | OD89223/2025-2026: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. | - | sqm | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.003 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.006 | 4.11.2: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 and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | 10.4.B:Direction and place identification signs more than 0.90 sqm sign board <br>B. Semi-Reflective Traffic signs <br>Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 | - | sqm | - | - |
| 2Colony Road | |||||
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