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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAccepted-AOC KANNUR | KERALA | 670612 | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹43.1 L+₹3.6 L (9.06%)Rejected-AOC | L2 | Rejected-AOC Agreement Executed by L1 | |
| 3 | L3₹43.2 L+₹3.7 L (9.43%)Rejected-AOC | L3 | Rejected-AOC Agreement Executed by L1 | |
| 4 | L4₹43.6 L+₹4.1 L (10.4%)Rejected-AOC | L4 | Rejected-AOC Agreement Executed by L1 |
Tender Value
₹45.6 L
EMD Value
₹50,000
Closing Date
21 Dec 2024, 6:00 pmClosed
Executive Engineer,Irrigation Division, Malappuram
O/o Executive Engineer,Irrigation Division, Civil station Malappuram-676505
GENERAL-PALAKKUND CHECK DAM RENOVATION-RENOVATION OF EXISTING CHECK DAM ACROSS KUTHIRAPUZHA AT PALAKKUND IN AMARAMBALAM PANCHAYATH-General Civil Work
2024_Irrig_715954_1
IRR/IA/TR/3374/2022_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
KUTHIRAPUZHA AT PALAKKUND IN AMARAMBALAM PANCHAYAT
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
24 Feb 2025
12 Dec 2024
26 Dec 2024
12 Dec 2024
21 Dec 2024
12 Dec 2024
Amount
RENOVATION OF CHECK DAM
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
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
60.5.1:DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and 0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25kg/each) etc complete
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:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 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
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.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
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.
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.
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.
OD44592/2023-2024: DRY packing with departmental stone _Rough stone dry packing 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
ABDUL RAZAK KOLAKKADAN (BID ID -2029672)
C Mohammed (BID ID -2029988)
L&A INFRAZ DEVELOPERS LLP (BID ID -2030502)
Bidder Name
C Mohammed
ISMAIL P
L&A INFRAZ DEVELOPERS LLP
ABDUL RAZAK KOLAKKADAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1129125.pdf
boq_comp_chart.xlsx
xlsx
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