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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹9.1 LRejected-AOC | ₹9.1 L | L2 | Rejected-AOC REJECT |
| 3 | L3₹9.2 LRejected-AOC | ₹9.2 L | L3 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | sajiththaniyullatIL L1 | WILSONTHOMAS L2 | Stine P Wilson L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 46.64 | cum | 353.96 ₹16,508.69 | 440.9 ₹20,563.58 | 445.02 ₹20,755.73 |
| 1.00 | OD210595/2025-2026: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 on prepared surface, mixing by mix, complete as per Technical Specification Clause 401. (i) For Grading I Material (with out roller) | 21.2 | cum | 2,521.08 ₹53,446.90 | 3,140.34 ₹66,575.21 | 3,169.69 ₹67,197.43 |
| 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) | 25.44 | cum | 7,659.93 ₹1.9 L | 9,541.47 ₹2.4 L | 9,630.64 ₹2.5 L |
| 2.00Drainage | ||||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 72 | cum | 353.96 ₹25,485.12 | 440.9 ₹31,744.80 | 445.02 ₹32,041.44 |
| 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 | 14.4 | cum | 7,216.77 ₹1.0 L | 8,989.46 ₹1.3 L | 9,073.47 ₹1.3 L |
| 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) | 40.5 | cum | 7,052.73 ₹2.9 L | 8,785.13 ₹3.6 L | 8,867.23 ₹3.6 L |
| 2.00 | 12.5.3: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 III. R.C.C grade M 20 | 1.94 | cum | 8,384.06 ₹16,298.61 | 10,443.47 ₹20,302.11 | 10,541.07 ₹20,491.84 |
| 2.00 | 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 | 0.17 | tonne | 80,915.83 ₹13,998.44 | 1,00,791.55 ₹17,436.94 | 1,01,733.53 ₹17,599.90 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
7 Jan 2026, 6:00 pmClosed
Assistantengineer
KAVILUMPARA GP
KAVILUMPARA GP PROJECT NO.117/26 ASWASI MOONAMKAI ROAD IMPROVEMENTS 2ND STAGE IN WARD 10
2025_LSGD_824466_2
04/2025/AE/LIDEW/KVRA/PHASE
Open Tender
Civil Works - Roads
THOTTILPALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
21 Feb 2026
31 Dec 2025
9 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD210595/2025-2026: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 on prepared surface, mixing by mix, complete as per Technical Specification Clause 401. (i) For Grading I Material (with out roller)
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)
Drainage
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
12.5.3: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 III. R.C.C grade M 20
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
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)
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