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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC Lowest quoted | |
| 2 | 2₹6.6 L+₹14,164.75 (2.18%)Rejected-Finance | 2 | Rejected-Finance highest quoted |
| Sl No | Description | Qty | Unit | SHEJI KT L2 | KMS Construction L1 |
|---|---|---|---|---|---|
| 1.00cross culvert | |||||
| 1.00 | OD546362/2024-2025:Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100
mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of
departmental .officers | 12.2 | metre | 2,776.21 ₹33,869.76 | 2,716.93 ₹33,146.55 Lowest |
| 1.00 | OD546363/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design
and max water pressure as prescribed by the departmental officer and installing the FRP
channels provided in the grooves already arranged and as per the direction of departmental
officers. | 9.95 | sqm | 26,086.96 ₹2,59,513.08 | 25,529.94 ₹2,53,971.84 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 41.14 | cum | 402.95 ₹16,578.97 | 394.35 ₹16,225.14 Lowest |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.36 | cum | 8,759.14 ₹20,680.33 | 8,572.11 ₹20,238.75 Lowest |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 17.75 | cum | 8,561.85 ₹1,51,938.59 | 8,379.03 ₹1,48,694.27 Lowest |
| 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<br> IV. R.C.C grade M 20 | 1.83 | cum | 9,653.9 ₹17,637.68 | 9,447.77 ₹17,261.08 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.42 | tonne | 98,890.89 ₹1,40,029.5 | 96,779.34 ₹1,37,039.55 Lowest |
| 1.01 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1.4 | cum | 2,521.9 ₹3,530.66 | 2,468.05 ₹3,455.27 Lowest |
| 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) | 2.1 | cum | 9,336.2 ₹19,606.02 | 9,136.85 ₹19,187.39 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,755
Closing Date
24 May 2025, 2:00 pmClosed
JISHA E M
ASSISTANT ENGINEER PARAPPUKKARA G P NANDHIKKARA
Annual Plan SO 174 24 25 construction of sulice and culvert across aishwarya thoduwater conservation ward 7 Parappookkara GP General Civil Work
2025_LSGD_764705_1
01/AE/ET/25-26
Open Tender
Civil Works - Others
Item Rate
30 days
PARAPPUKKARA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,755
Yes
11 Sept 2025
17 May 2025
26 May 2025
17 May 2025
24 May 2025
17 May 2025
Amount
cross culvert
OD546362/2024-2025:Supplying and fixing FRP Channels of &quot;C&quot; profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers
OD546363/2024-2025:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental officers.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
SHEJI KT (BID ID -2215724)
Bidder Name
SHEJI KT
KMS Construction
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