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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹9.6 L+₹29,845.43 (3.22%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹10.6 L+₹1.4 L (14.7%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Proper tender document not uploaded |
Tender Value
₹11.9 L
EMD Value
₹29,857
Closing Date
27 Jan 2024, 1:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, LBC Sub Division, Malampuzha Project, Tharekkad, Palakkad Head Post Office Pin 678001
GENERAL-MP-LBC-PS- Chirakkad-Deposit Works-MP-LBC-PS-Urgent Rectification of Side Wall of Kodunthirapully Branch Canal Between the Ch 0.013Km to Ch 1.580Km- General Civil Work
2024_Irrig_646816_1
IRR/PI/TR/4891/2023_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Kalmandapam and Chirakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹29,857
Yes
12 Jun 2024
20 Jan 2024
1 Feb 2024
20 Jan 2024
27 Jan 2024
20 Jan 2024
20 Jan 2024 - 25 Jan 2024
Amount
Rectification Works
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
60.2.2: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
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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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)
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
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.
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
5.22.6: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.
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.
KRISHNAN.K.K
SIDDIQUE KANIMUTHU S
RAJALEKSHMY B.
Bidder Name
K. JAYARAJ
RAJALEKSHMY B.
SIDDIQUE KANIMUTHU S
KRISHNAN.K.K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_991539.pdf
boq_comp_chart.xlsx
xlsx
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