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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC CHEMBAKERIL H CHALAKKA KUTHIYATHODE PO ALUVA | ERNAKULAM | KERALA | 683594 | L1 | Accepted-AOC LOW QUOTED | |
| 2 | L2₹4.0 L+₹692.03 (0.17%)Rejected-AOC | L2 | Rejected-AOC 2 ND LOW QUOTED | |
| 3 | L3₹4.1 L+₹17,661.95 (4.45%)Rejected-AOC | L3 | Rejected-AOC 3 RD LOW QUOTED | |
| 4 | L4₹4.2 L+₹23,440.08 (5.91%)Rejected-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | L4 | Rejected-AOC 4 TH LOW QUOTED |
Tender Value
Refer Docs
EMD Value
₹10,513
Closing Date
29 Aug 2024, 6:00 pmClosed
Assistant Engineer
Office of Assistant Executive Engineer LSGD Subdivision North Paravur
Construction of culvert in Snehatheeram Road Ward 05 Chendamangalam GP North Paravur BP
2024_LSGD_685748_1
04/AE/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Off of Assi Exe Engg LSGD Subdivision N paravoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,513
Yes
6 Nov 2024
14 Aug 2024
31 Aug 2024
14 Aug 2024
29 Aug 2024
14 Aug 2024
Amount
Culvert
OD340548/2023-2024:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete. Modified 60.2.2
OD346471/2023-2024:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work, etc. complete. MODIFIED 60.1.2
OD340551/2023-2024:Supplying and stacking well matured 1/2 split and straight coconut post for driving down through various strata bellow bed level including cost coveyance, labour charges, etc. complete
OD340555/2023-2024:Coconut Pile- Driving down half split coconut pile to lines and levels through various strata including all hire charges and labour for fixing, staging platform and all other appliances necessary for pile driving down after pointing the bottom end.
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
OD346474/2023-2024: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 60.7.2.
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
12.5.3: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
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)
13.1.2: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
13.1.1.1: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
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 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
OD346809/2023-2024: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 site. (Modified 60.7.1)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
OD77506/2024-2025:Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete. (ii) Using Gravel mix soil/Quarry muck
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)
OD346814/2023-2024:Supplying and fixing Name board
PANJA GROUP
BIJU FRANCIS
BIJU.O.P
Bidder Name
BIJU.O.P
C.E.JAFFER
PANJA GROUP
BIJU FRANCIS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1067058.pdf
boq_comp_chart.xlsx
xlsx
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