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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.5 L+₹25,726.92 (11.3%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.6 L+₹27,932.60 (12.2%)Rejected-Finance KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | L3 | Rejected-Finance L3 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
11 Mar 2024, 6:00 pmClosed
LASITHAMOLE C
OFFICE OF AE, MYLOM GP
PRO317/23-24 KILITHATTIL BHAGOM PANAYIL JUNCION ROAD CULVERT CONSTRUCTION- KILITHATTIL BHAGOM PANAYIL JUNCION ROAD CULVERT CONSTRUCTION IN MYLOM GP
2024_LSGD_666772_1
6/AE/LSGD/MYLM/23-24/25
Open Tender
Civil Works - Roads
Item Rate
180 days
MYLOM GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,356
Yes
13 May 2024
4 Mar 2024
13 Mar 2024
4 Mar 2024
11 Mar 2024
4 Mar 2024
Amount
CULVERT CONSTRUCTION
11.1.1.1: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. I. Ordinary soil (i) Upto 3 m depth
OD69518/2023-2024:MorD: 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
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
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)
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 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
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<br> For height upto 5 m <br> 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
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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
OD174464/2023-2024:Filling with contractors own earth excluding rock in open areas in layers not exceeding 20cm in depth consolidating deposited layetr ramming and watering lead upto 50m, lift upto 1.5m as epr direction of engineer in site
MATHEW JOHN
MANOJ
Bidder Name
MATHEW JOHN
MANOJ
ARYA CONSTRUCTIONS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1035888.pdf
boq_comp_chart.xlsx
xlsx
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