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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-Finance BXMPS0586H | 1 | Accepted-Finance LOWEST QUOTED | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGH | |
| 3 | Rejected-Technical 1207 SUB TREASURY KUNNATHUNAD | KANNUR | KERALA | 670001 | - | Rejected-Technical HIGH | |
| 4 | Rejected-Technical | - | Rejected-Technical HIGH |
Tender Value
₹8.5 L
EMD Value
₹18,000
Closing Date
10 Mar 2023, 9:00 amClosed
O/o ASSISTANT ENGINEER, LIDEW SECTION, MUDAKUZHA G
O/o ASSISTANT ENGINEER, LIDEW SECTION, MUDAKUZHA GP
Malayalmkulam Canal Bund Side Protection
2023_LSGD_562466_1
1/T6/AE/LIDEW/MUDAKUZHA/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
MUDAKUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,000
Yes
20 Apr 2023
1 Mar 2023
13 Mar 2023
1 Mar 2023
10 Mar 2023
1 Mar 2023
1 Mar 2023 - 3 Mar 2023
Amount
side protection
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
OD11989/2022-2023:od1259114/2021_2022 :Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1
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)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
11.1.4: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. IV. Hard rock (blasting prohibited)Upto 3 m depth including 1.5 m depth in hard rock
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)
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)
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
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
13.1.1.3:Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . 1. R.C.C grade M20 (iii) For design mix RCC M20
BINOY JACOB
K P PAULOSE
Two Star Associates
Bidder Name
K P PAULOSE
SOJAN N GEORGE
BINOY JACOB
Two Star Associates
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