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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.8 L+₹8,017.09 (0.83%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹9.8 L
EMD Value
₹14,674
Closing Date
28 Oct 2021, 12:00 pmClosed
Assistant engineer
Assistant engineer Pangode GP 695609
Plan 2021-22 Project no 54/22 KARADIMUKKU KALLUMALA ROAD CULVERT AND SIDE WALL CONSTRUCTION IN WARD 15 in Pangode GP
2021_LSGD_446052_1
54/AE/LSGD/PGD/21_22
Open Tender
Civil Works - Roads
Item Wise
150 days
Pangode GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,957
₹14,674
Yes
15 Dec 2021
18 Oct 2021
29 Oct 2021
18 Oct 2021
28 Oct 2021
18 Oct 2021
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
od1293129/2021_2022 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set<br>including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc<br>complete
od1293150/2021_2022 : Ring Bund Type 1 putting up ring bund as per approved shape1.20 m bottom width,<br>0.60m top width using empty gunny/polythene bags filled with earth placed in apart and filled in between<br>with puddle clay to form bund for an average height 1.00m including labour dismantling the bund after<br>completion of the work etc. complete
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
od1257136/2021_2022 : od modified from 11.4.1.1<br>Providing concrete for plain /reinforced concrete in open foundations complete as per drawings and<br>technical specifications clause 802, 803,1202&1203
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
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
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue 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
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
od1334044/2021_2022 : Construction of embankment with material obtained from borrow pits. construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with lead upto 1000m as per technical specification clause 301.50
Side wall 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
75.7.1 : DRY RUBBLE MASONRY _ Random 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.
75.8.1.1 : Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203 as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
SHIYAS.H
Bidder Name
BINURAJ N I
SHIYAS.H
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