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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹69.1 L+₹77,095.85 (1.13%)Rejected-AOC PUTHUPPALLIL HOUSE MUTHOLY P O | MUTHOLY | KERALA | L2 | Rejected-AOC L2 | |
| 3 | L3₹69.3 L+₹93,485.25 (1.37%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L5₹71.0 L+₹2.6 L (3.83%)Rejected-Finance | L5 | Rejected-Finance L5 | |
| 5 | L6₹72.0 L+₹3.6 L (5.27%)Rejected-Finance KERALA KL | L6 | Rejected-Finance L6 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
21 Mar 2024, 4:00 pmClosed
Executive Engineer,Minor Irrigation Division, KKD
Office of the Executive Engineer,MI Division,KKD
GENERAL-MI class II Harithakeralam- Construction of VCB cum bridge including side protection works in Poyilinga thodu at Punnakkal in Thiruvambady grama panchayath, Thiruvambady LAC/ Kozhikode district- General Civil Work
2024_Irrig_669960_1
IRR/IA/TR/6475/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Thiruvambady grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Aug 2024
14 Mar 2024
22 Mar 2024
14 Mar 2024
21 Mar 2024
14 Mar 2024
Amount
Appendix A CONSTRUCTION OF VCB
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
60.1.2: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.
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
60.5.1: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
4.1.3: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)
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.
4.2.3: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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
60.63.1: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.
60.7.4: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
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.
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD39732/2023-2024:Supplying and fixing 50mm dia GI pipe for handrails including cost of materials , labour charges for fixing etc complete
Appendix B- Side Protection
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
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
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
60.7.1: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
SHAJI GEORGE
MOHAMMED KAYANIKKARA
RAVIKUMAR O
ANSILMUHAMMEDHASSAN CHALAKANDI
GOPALAKRISHNAN KM
JASIR CA
Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188
Bidder Name
SHAJI GEORGE
MOHAMMED KAYANIKKARA
RAVIKUMAR O
GOPALAKRISHNAN KM
JASIR CA
Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188
MUHAMMED SIDDEQUE KALATHIL
ANSILMUHAMMEDHASSAN CHALAKANDI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1042383.pdf
boq_comp_chart.xlsx
xlsx
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