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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹90.0 L+₹10.2 L (12.8%)Rejected-AOC MOOTHAMKUNNATH RAMAMANGALAM PAMPPAKADA | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | L3₹98.6 L+₹18.8 L (23.6%)Rejected-AOC PALLIYAN HOUSE KARUKUTTY PO ERNAKULAM DT 683576 | ERNAKULAM | KERALA | 683576 | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.0 Cr+₹22.3 L (28.0%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
23 Mar 2024, 2:00 pmClosed
Executive Engineer, MI Division Palakkad
Office of Executive engineer, MI Division Palakkad
MI Class II Works-Repairs and Renovation of MI Structures for the year 2017-2018-Construction of Check dam across Varattayar river at Chembanthodu (Nanjamal System) in Eruthenpathy Grama Panchayat in Palakkad District.
2024_Irrig_670671_1
D2/2017/2168/IA
Open Tender
Civil Works - Others
Item Rate
365 days
Eruthenpathy Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
12 Aug 2024
16 Mar 2024
27 Mar 2024
16 Mar 2024
23 Mar 2024
16 Mar 2024
16 Mar 2024 - 18 Mar 2024
Amount
Appendix A Renovation of check dam- Repair 36.20m and abutment on rt side
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, 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.
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
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
60.5.3 : DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/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 : 4 graded stone aggregate 20 mm nominal size)
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)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
od48070/2019_2020/IA : Supplying and fixing Iron paddle shutter of size 50x70 cm with outer ISA 25x2x5 mmangle with diagonal crossings including ISA 50x50x6mm, 16mm locking bar, Pad lock 65mm including twocoats of Iron primer primimg coat etc. complete as per specification and direction of Departmental officers atsite.
4.1.5 : 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 20 mm nominal size)
Renovation of Canal
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
4.1.8 : 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)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 : 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 20 mm nominal size)
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 : 4 graded stone aggregate 20 mm nominal size)
od48057/2019_2020/IA : Providing and laying cement concrete 1 2 4 without the cost of vibrator (cost of item = Rs 7184.64 deducting Rs 24.50 as vibrator hirecharges water charges 1% CP and OH 15% cost index 8.827 Rs 7147.393
5.22.4 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
od7916/2018_2019/IA : providing 110mm dia PVC pipe 6kg/cm2 for outlet connection
Check dam portion newly built 9.80m on left side
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
15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
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 : 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)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
od48070/2019_2020/IA : Supplying and fixing Iron paddle shutter of size 50x70 cm with outer ISA 25x2x5 mmangle with diagonal crossings including ISA 50x50x6mm, 16mm locking bar, Pad lock 65mm including twocoats of Iron primer primimg coat etc. complete as per specification and direction of Departmental officers atsite.
60.5 : MS Rings - 100mm dia
60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
BIJOY M V
JAMES P J
TARIKH ANVAR E
Bidder Name
JAMES P J
manoj.k
BIJOY M V
TARIKH ANVAR E
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1043699.pdf
boq_comp_chart.xlsx
xlsx
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