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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.2 LAccepted-AOC AITHARA KALEELAZHIKATHU VEEDU ODANAVATTOM PO | IDUKKI | KERALA | 685533 | 1 | Accepted-AOC agmnt executed | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ASOKAN. V L1 | RAMLAL T G L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRTING | |||||
| 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) | 54 | cum | 9,562 ₹5,16,348 Lowest | 9,563 ₹5,16,402 |
| 1.00 | 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) | 16.8 | cum | 9,185 ₹1,54,308 Lowest | 9,186 ₹1,54,324.8 |
| 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 | 34.6 | cum | 3,336 ₹1,15,425.6 Lowest | 3,337 ₹1,15,460.2 |
| 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 | 6.8 | cum | 940 ₹6,392 Lowest | 941 ₹6,398.8 |
| 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 | 2.22 | cum | 9,000 ₹19,980 Lowest | 9,001 ₹19,982.22 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.43 | cum | 9,512 ₹4,090.16 Lowest | 9,514 ₹4,091.02 |
| 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 | 1.92 | cum | 9,887 ₹18,983.04 Lowest | 9,887 ₹18,983.04 Lowest |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 10.08 | cum | 9,303 ₹93,774.24 Lowest | 9,304 ₹93,784.32 |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 2.2 | cum | 11,966 ₹26,325.2 Lowest | 11,967 ₹26,327.4 |
Tender Value
₹10.2 L
EMD Value
₹25,000
Closing Date
12 Feb 2026, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, LID EW DIVISION KOLLAM JILLA PANCHAYATH, KOLLAM
LAC ADS SL1- ONNAM MILE DWEEP PLANKALA CULVERT CONSTRUCTION AND ROAD CONCRETING AT KAREEPRA GP
2026_LSGD_832978_16
13/DEE/LIDEW/KLM/25-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹25,000
Yes
3 Jun 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
ROAD CONCRTING
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)
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)
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
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (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
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD165952/2025-2026:Filling with contractor own earth in open areas in layers not exceeding 20cm depth , consolidated each deposited layers by ramming and watering , lead up to 50 m and lift up to 1.5m as per direction of site engineer in charge
OD165998/2025-2026:Supplying and fixing granite name board ,including all charges ,etc complete
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