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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.2 LAccepted-AOC | L1 | Accepted-AOC Since L1 rejected | |
| 2 | L2₹74.1 L+₹4.9 L (7.06%)Rejected-AOC | L2 | Rejected-AOC Since L2 rejected |
Tender Value
₹80.3 L
EMD Value
₹50,000
Closing Date
1 Sept 2023, 6:00 pmClosed
Executive Engineer
Office Of the Executive Engineer Harbour Engineering Division Kollam
Kanatharkunnam Fish Hatchery Construction of earthen pond deepening of existing pond and road towards hatchery
2023_HED_595488_1
HED/CEHED/TR/610/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
150 days
Kanatharkunnam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
23 Dec 2023
18 Aug 2023
4 Sept 2023
18 Aug 2023
1 Sept 2023
18 Aug 2023
Amount
Deepening existing Earthen pond
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD1634/2023-2024:Engaging Coolie
OD1635/2023-2024:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. Vol. of bund (1+2.5)/2*2*20=70m3 Vol of core 0.6*2*20 = 24m3 vol of earth 70-24 = 46m3 No. of bags 46/0.027 =1704nos
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
60.7.2: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.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
BAILING OUT
OD1633/2023-2024:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete based on 60.2.3
Interlock of road and hatchery and belt concrete of New Pond
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
OD1651/2023-2024:based on MORTH 55.22Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.5.2.1: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> II. P.C.C. grade M 20 <br>(i) 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
ABDUL RASHEED
Bidder Name
Travancore Engineers And Technicians Labour Contract Co-operative Society Ltd.NO.Q1012
ABDUL RASHEED
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