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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.1 LAccepted-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC L1 | |
| 2 | L2₹76.6 L+₹4.4 L (6.14%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹76.9 L+₹4.8 L (6.65%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹81.1 L+₹9.0 L (12.4%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹87.8 L+₹15.6 L (21.7%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹84.6 L
EMD Value
₹50,000
Closing Date
7 Apr 2025, 4:00 pmClosed
Executive Engineer MI Division Palakkad
Minor Irrigation Division Palakkad
GENERAL Narasimukku Checkdam Phase 2 Construction of check dam across Bhavani river at downstream of Narasimukku Lift irrigation scheme in Agali panchayath in Palakkad district Phase 2 Narasimukku Checkdam Phase 2 General Civil Wor
2025_Irrig_757005_1
IRR/IA/TR/1430/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
540 days
Agali grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jun 2025
29 Mar 2025
9 Apr 2025
29 Mar 2025
7 Apr 2025
29 Mar 2025
29 Mar 2025 - 2 Apr 2025
Amount
River protection wall + Loose Apron
OD39868/2024-2025: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.
OD39867/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
AVANCE ENGINEERING AND INFRASTURCTURES PRIVATE LIMITED (BID ID -2187826)
SAJI THOMAS (BID ID -2189705)
E.K.Abdulsalam (BID ID -2189976)
P ABDULLA (BID ID -2188422)
Bidder Name
E.K.Abdulsalam
AVANCE ENGINEERING AND INFRASTURCTURES PRIVATE LIMITED
SAJI THOMAS
SULAIMAN M K
P ABDULLA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1229632.pdf
boq_comp_chart.xlsx
xlsx
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