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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.16(1) dtd.11-11-2024 of Edathiruthy GP | |
| 2 | L2₹3.3 L+₹16,177 (5.16%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.5 L+₹40,715 (13.0%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹3.4 L
EMD Value
₹8,468
Closing Date
30 Oct 2024, 5:00 pmClosed
ASSISTANT ENGINEER LIDEW EDATHIRUTHY GP
ASSISTANT ENGINEER LIDEW EDATHIRUTHY GP
Annual Plan-Edathiruthy GP 2024-25 Construction of Culvert in Sardar First Reach Road-SO 310/25-General Civil Work
2024_LSGD_698111_8
TN 05/AE/LIDEW/EDTY/2024-25
Open Tender
Civil Works - Others
Item Rate
270 days
EDATHIRUTHY
Annual Plan-Edathiruthy GP 2024-25
Construction of Culvert in Sardar First Reach
Road-SO 310/25-General Civil Work
8 documents required · 8 mandatory
₹750
Yes
₹8,468
Yes
28 Nov 2024
23 Oct 2024
2 Nov 2024
23 Oct 2024
30 Oct 2024
23 Oct 2024
Amount
Culvert
2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
11.1.1.1: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> I. Ordinary soil <br> (i) Upto 3 m depth
OD104977/2024-2025: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. (Modified from 60.7.2 DAR)
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
11.4.4: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
11.4.2.1: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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
13.1.2: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 M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
OD106876/2024-2025:Filling with Quarry muck Filling up low lying and water logged areas with local material/quqrry muck , sprading in layers , levelling the top at site and consolidation by ramming , etc complete for improving the CBR value of Subgrade
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.
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
HASHIM MM
JAMAL C A
Bidder Name
K K Murali
HASHIM MM
JAMAL C A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1090222.pdf
boq_comp_chart.xlsx
xlsx
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