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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 L+₹10,636.09 (5.57%)Admitted-Fee/PreQual/Technical/Finance | ₹2.0 L+₹10,636.09 (5.57%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.3 L+₹42,449.83 (22.2%)Admitted-Fee/PreQual/Technical/Finance | ₹2.3 L+₹42,449.83 (22.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V K M L1 | MUNAS T T L2 | Krishnaprasad u L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | OD142246/2025-2026:Surface dressing of the groundincluding removing vegitation and in equalities not exceeding 15
cm and disposal of rubbish ,lead up to 50 M and lift up to 1.5 M in alla kinds of soil | 70.2 | sqm | 27.67 ₹1,942.43 Lowest | 30 ₹2,106 | 33 ₹2,316.6 |
| 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 | 17.64 | cum | 332.45 ₹5,863.75 Lowest | 350 ₹6,173.3 | 406 ₹7,161.03 |
| 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 | 0.72 | cum | 6,778.1 ₹4,880.23 Lowest | 7,000 ₹5,040 | 8,281 ₹5,962.32 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.08 | tonne | 75,629.3 ₹6,352.86 Lowest | 90,000 ₹7,560 | 92,402 ₹7,761.77 |
| 1.00 | 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) | 1.89 | cum | 7,164.49 ₹13,540.89 Lowest | 8,000 ₹15,120 | 8,753 ₹16,543.17 |
| 1.01 | 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 | 2.65 | cum | 7,874.43 ₹20,906.61 Lowest | 8,700 ₹23,098.5 | 9,620 ₹25,541.1 |
| 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 | 0.17 | tonne | 75,997.37 ₹13,147.55 Lowest | 90,000 ₹15,570 | 92,852 ₹16,063.4 |
| 1.01 | OD142239/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408.
(i)Using naturally occuring gravel | 9.29 | cum | 2,367.75 ₹22,008.24 | 2,200 ₹20,449 Lowest | 2,892 ₹26,881.14 |
| 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) | 13.94 | cum | 7,201.51 ₹1,00,410.65 Lowest | 7,500 ₹1,04,572.5 | 8,798 ₹1,22,670.51 |
Tender Value
₹2.5 L
EMD Value
₹6,347
Closing Date
8 Sept 2026, 3:00 pmClosed
SANTHOSHKUMAR AS
LID EW ANANGANADI GP
PRO NO 35/26 KIZHOOR PALAM CANAL KUNJUPADI THARUVAKKONAM ROAD RENOVATION
2026_LSGD_866728_1
T4/2026-27/AE/LSGD/ANGDY
Open Tender
Civil Works - Roads
Item Wise
Ananganadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,347
Yes
11 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | OD142246/2025-2026:Surface dressing of the groundincluding removing vegitation and in equalities not exceeding 15
cm and disposal of rubbish ,lead up to 50 M and lift up to 1.5 M in alla kinds of soil | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD142239/2025-2026: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408.
(i)Using naturally occuring gravel | 1 | cum | - | - |
| 1.009 | 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 | - | - |
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