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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.4 LAccepted-AOC KUPPANATH HOUSE 5TH MILE AMARAMABALM POST PIN 679332 | MALAPPURAM | KERALA | 679332 | 1 | Accepted-AOC LOWEST BIDDER | |
| 2 | 2₹13.1 L+₹66,454.79 (5.34%)Rejected-Finance KERALA KL | 2 | Rejected-Finance rejected due to second bidder |
Tender Value
₹12.4 L
EMD Value
₹31,500
Closing Date
31 Dec 2024, 10:00 amClosed
District Soil Conservation Officer,
Office of the District Soil Conservation Officer, B2 Block, II Floor, Civil Station, Malappuram-676505
Construction of Gabion retaining wall and Cross cecks
2024_DSSC_696912_3
DSCO/MPM/228/2024-M(3)-2
Open Tender
Civil Works - Others
Item Rate
120 days
Pothukallu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,755
₹31,500
5 Feb 2025
12 Dec 2024
1 Jan 2025
12 Dec 2024
31 Dec 2024
12 Dec 2024
12 Dec 2024 - 24 Dec 2024
Amount
GABION RETAINING WALL.1.5M HEIGHT- 106 metre
2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
16.95 Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
50.2.3.1.Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
Cross Check - 2 numbers
2.6.1. Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
RAJAMOHANAN K (BID ID -2042000)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1128604.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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