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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.4(2) dtd.18/11/2022 of Azhutha Block Panchayath | |
| 2 | L2₹45.7 L+₹3.4 L (7.99%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹46.0 L+₹3.7 L (8.65%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | - | Not Admitted-Fee/PreQual/Technical/Finance Others- (The bidder should have experience of bridge construction over an amount of one crore ) certificates not submitted |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
14 Nov 2022, 11:00 amClosed
ASSISTANT EXECUTIVE ENGINEER
Office of Assistant Executive Engineer LID EW Subdivision Azhutha/Peerumed
Construction of wing wall and approach road for Nooradipalam in Vandiperiyar GP in Idukki District
2022_LSGD_525673_1
ET24-BP/2022-23/AE/LID EW/AZHUTHA
Open Tender
Civil Works - Bridges
Item Rate
180 days
Azhutha
The bidder should have experience of bridge construction over an amount of one crore
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
16 Dec 2022
7 Nov 2022
15 Nov 2022
7 Nov 2022
14 Nov 2022
7 Nov 2022
Amount
wing wall & approch road
11.1.4:Excavation for Structures<br> 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.<br> IV. Hard rock (blasting prohibited)<br>Upto 3 m depth including 1.5 m depth in hard rock
OD236520/2022-2023: DOWEL BARS - Supplying and providing MS dowel bars of size 25 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 25mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
13.1.3:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br>R.C.C Grade M 30
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
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)
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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
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.
OD252473/2022-2023:"Providing and laying 80mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of 6mm metal all complete as per the direction of Engineer - in- charge for medium traffic areas"
OD252564/2022-2023:Providing and fixing good quality Granite Name Board with lettering including all cost of materials conveyance, labour charge etc complete
MARIAN CONSTRUCTIONS
Prince Cherian
Bidder Name
stjudepoonjar
MARIAN CONSTRUCTIONS
Prince Cherian
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