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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.3 L+₹24,239 (3.02%)Rejected-AOC | ₹8.3 L+₹24,239 (3.02%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical MANIMANGALATHU PALACKAL THEVALAKKARA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Sanjayan L5 | G GOPAKUMARAN PILLAI L4 | SHABU. K.K. L1 | ANIL KUMAR S L7 | taj trading and contracting co L8 | D GOPALAKRISHNAN L3 | BAHULAYAN S L2 | SARATH S L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||||||
| 1.00 | 3.2: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. | 471 | sqm | 16 ₹7,536 | 14.25 ₹6,711.75 | 15 ₹7,065 | 15.85 ₹7,465.35 | 17.93 ₹8,445.03 | 13.46 ₹6,339.66 | 13 ₹6,123 Lowest | 14.73 ₹6,937.83 |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 47.1 | cum | 3,000 ₹1,41,300 | 2,970.71 ₹1,39,920.44 | 2,500 ₹1,17,750 Lowest | 3,304.5 ₹1,55,641.95 | 3,738.43 ₹1,76,080.05 | 2,807.16 ₹1,32,217.24 | 2,710.36 ₹1,27,657.96 | 3,070.85 ₹1,44,637.04 |
| 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) | 70.65 | cum | 8,700 ₹6,14,655 | 8,511.74 ₹6,01,354.43 | 7,750 ₹5,47,537.5 Lowest | 9,468.11 ₹6,68,921.97 | 10,711.4 ₹7,56,760.41 | 8,043.11 ₹5,68,245.72 | 7,765.77 ₹5,48,651.65 | 8,798.65 ₹6,21,624.62 |
| 1.00 | OD183606/2025-2026:SUPPLYING FIXING 75/60 GRANITE BOARD AND ENGRAVING LETTERS INCLUDIND FOUNDATION BRICK WALLETCCOMPLETE | 1 | each | 5,600 ₹5,600 | 5,066.05 ₹5,066.05 | 5,000 ₹5,000 | 5,635.27 ₹5,635.27 | 6,375.25 ₹6,375.25 | 4,787.13 ₹4,787.13 | 4,622.06 ₹4,622.06 Lowest | 5,236.81 ₹5,236.81 |
| 2.00Drain | |||||||||||
| 2.00 | 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 | 8.78 | cum | 900 ₹7,897.5 | 838.23 ₹7,355.47 | 900 ₹7,897.5 | 932.41 ₹8,181.9 | 1,054.85 ₹9,256.31 | 792.08 ₹6,950.5 | 764.77 ₹6,710.86 Lowest | 866.48 ₹7,603.36 |
| 2.00 | 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 | 2.7 | cum | 8,500 ₹22,950 | 8,011.3 ₹21,630.51 | 7,500 ₹20,250 | 8,911.45 ₹24,060.92 | 10,081.64 ₹27,220.43 | 7,570.23 ₹20,439.62 | 7,309.19 ₹19,734.81 Lowest | 8,281.34 ₹22,359.62 |
| 2.00 | 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) | 5.25 | cum | 8,400 ₹44,100 | 7,829.21 ₹41,103.35 | 7,500 ₹39,375 | 8,708.89 ₹45,721.67 | 9,852.48 ₹51,725.52 | 7,398.16 ₹38,840.34 | 7,143.05 ₹37,501.01 Lowest | 8,093.11 ₹42,488.83 |
| 2.00 | 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) | 2.1 | cum | 8,400 ₹17,640 | 8,176.19 ₹17,170 | 8,000 ₹16,800 | 9,094.86 ₹19,099.21 | 10,289.14 ₹21,607.19 | 7,726.04 ₹16,224.68 | 7,459.62 ₹15,665.2 Lowest | 8,451.79 ₹17,748.76 |
Tender Value
₹10.2 L
EMD Value
₹25,419
Closing Date
12 Feb 2026, 4:00 pmClosed
Prem Sankar S
Secretary Chavara block panchayath
MP-LADS-2025 - 26 concreting of the Gurumandiram -Mangattaiyath road in ward NO.20 of Thevalakkara Gramapanchayat in Chavara constituency
2026_CRD_833174_1
1516310/2025
Open Tender
Civil Works - Roads
Item Rate
120 days
Chavara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,419
Yes
13 May 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
Road concreting
3.2: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.
4.1.A.1: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. (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)
OD183606/2025-2026:SUPPLYING FIXING 75/60 GRANITE BOARD AND ENGRAVING LETTERS INCLUDIND FOUNDATION BRICK WALLETCCOMPLETE
Drain
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
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
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)
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)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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