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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.9 LAccepted-AOC | L1 | Accepted-AOC Being Lowest quoted | |
| 2 | L2₹52.0 L+₹3.1 L (6.23%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹54.8 L+₹5.8 L (11.9%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹56.8 L+₹7.9 L (16.1%)Rejected-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L4 | Rejected-Finance L4 |
Tender Value
₹50.7 L
EMD Value
₹50,000
Closing Date
4 Jan 2021, 5:00 pmClosed
District Soil conservation Officer,Manjeri,Malappu
Padma Building, Opposite to Town hall,Manjeri,Malappuram
Construction of Gabbion retaining wall 1.5m,2m,2.5m height and Desilting of Thodu
2020_DSSC_386288_1
M(3)870/2020/RKI Edavanna
Open Tender
Civil Works - Others
Item Rate
180 days
Edavanna panchayath.Nilambur
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
₹50,000
1 Mar 2021
28 Dec 2020
8 Jan 2021
28 Dec 2020
4 Jan 2021
28 Dec 2020
Amount
DE-SILTING OF KELEN THODU NEAR C.T NARAYANANS HOUSE THODU
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 (2.6.1)
GABION RETAINING WALL (BLASTED RUBBLE)2.50M.HEIGHT- 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(2.6.1)
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 (2.8.1)
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil (2.26.1)
Providing & making Gabion structure with Mechanically Woven Double TwistedHexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitionsat every 1m interval and shall have minimum 10 numbers of openings per meter ofmesh 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 dimensionof 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.(16.95)
GABION RETAINING WALL (BLASTED RUBBLE)1.50M. HEIGHT -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 (2.6.1)
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 (2.8.1)
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil (2.26.1)
Providing & making Gabion structure with Mechanically Woven Double TwistedHexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitionsat every 1m interval and shall have minimum 10 numbers of openings per meter ofmesh 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 dimensionof 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.(16.95)
GABION RETAINING WALL 2 METER HEIGHT WITH BLASTED RUBBLE- 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 (2.6.1)
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 (2.8.1)
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil (2.26.1)
Providing & making Gabion structure with Mechanically Woven Double TwistedHexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVCcoated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitionsat every 1m interval and shall have minimum 10 numbers of openings per meter ofmesh 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 dimensionof 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. (16.95)
Yoonus Saleem
T MEHABOOB RAHMAN
RAFEEQUE V.P.
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