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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹88.5 L+₹4.6 L (5.49%)Rejected-AOC | L2 | Rejected-AOC Second lowest Bidder | |
| 3 | L3₹91.0 L+₹7.2 L (8.57%)Rejected-AOC | L3 | Rejected-AOC Third lowest Bidder |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
19 Feb 2024, 4:00 pmClosed
EXECUTIVE ENGINEER
Minor Irrigation Division Pathanamthitta
Earth work in excavation Dry Rubble Masonry Reinforced cement concrete work Centering shuttering Steel reinforcement for R.C.C work Providing laying factory made chamfered edge Cement Concrete paver blocks Providing Fixing erecting 50 mm GI Pipes
2024_Irrig_652137_2
IRR/IA/TR/928/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
360 days
Ranni Angadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
15 Mar 2024
12 Feb 2024
21 Feb 2024
12 Feb 2024
19 Feb 2024
12 Feb 2024
Amount
rejuvanation of Ranni valiyathodu
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
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
Foot Path
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
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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
OD36792/2023-2024:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows with vertical post having 25 mm dia GI tube overall with 1.2 metres high and vertical post 0.8 m high above ground, 2 m centre to centre, complete as per approved drawings
13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
Mon Joseph
SABU K.S.
Bidder Name
Mon Joseph
SABU K.S.
roshan engineering works
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1015972.pdf
boq_comp_chart.xlsx
xlsx
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