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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.6 LRejected-AOC | ₹5.6 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹6.2 LRejected-Finance | ₹6.2 L | L3 | Rejected-Finance Documents not valid |
| 4 | L4₹6.2 LRejected-Finance POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341 | ₹6.2 L | L4 | Rejected-Finance Documents not valid |
| Sl No | Description | Qty | Unit | MOHAMMED FAISAL P T L4 | Sudheendran V L1 | RAMESH L3 | Nasar L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE AND SIDE PROTECTION | |||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 21.24 | cum | 770 ₹16,354.80 | 605.4 ₹12,858.70 | 761.87 ₹16,182.12 | 698.97 ₹14,846.12 |
| 1.00 | OD360063/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material | 14.16 | cum | 3,100 ₹43,896 | 2,421.2 ₹34,284.19 | 3,046.94 ₹43,144.67 | 2,795.39 ₹39,582.72 |
| 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) | 22.85 | cum | 9,300 ₹2.1 L | 7,364 ₹1.7 L | 9,267.27 ₹2.1 L | 8,502.17 ₹1.9 L |
| 1.00 | OD360041/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil | 26.4 | cum | 370 ₹9,768 | 288.55 ₹7,617.72 | 363.14 ₹9,586.90 | 333.16 ₹8,795.42 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.6 | cum | 8,800 ₹31,680 | 6,931.1 ₹24,951.96 | 8,722.41 ₹31,400.68 | 8,002.3 ₹28,808.28 |
| 1.01 | 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) | 24.23 | cum | 9,500 ₹2.3 L | 7,356.74 ₹1.8 L | 9,258.03 ₹2.2 L | 8,493.69 ₹2.1 L |
| 1.01 | 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 | 0.6 | tonne | 98,000 ₹59,290 | 77,713.1 ₹47,016.43 | 97,797.41 ₹59,167.43 | 89,723.32 ₹54,282.61 |
| 1.01 | OD360045/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 12 | metre | 120 ₹1,440 | 79.53 ₹954.36 | 100.08 ₹1,200.96 | 91.82 ₹1,101.84 |
| 1.01 | OD474608/2025-2026:Filling with quarry muck -Filling up low laying and water logged areas with local material /quarry muck spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade. | 20.22 | cum | 920 ₹18,602.40 | 729.6 ₹14,752.51 | 918.17 ₹18,565.40 | 842.36 ₹17,032.52 |
Tender Value
₹6.4 L
EMD Value
₹15,876
Closing Date
20 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER KARIMPUZHA GP
Karimpuzha GP- KOTTEKKAD COLONY ROAD RENNOVATION WARD NO. 11--PROJECT NO. 378/26
2026_LSGD_835840_11
07/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Others
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,876
Yes
28 May 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
ROAD CONCRETE AND SIDE PROTECTION
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
OD360063/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (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)
OD360041/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
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
OD360045/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD474608/2025-2026:Filling with quarry muck -Filling up low laying and water logged areas with local material /quarry muck spreading in layers levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.
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