Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹10.5 L−₹50,521 (4.59%)Rejected-AOC | L2 | Rejected-AOC accepted | |
| 3 | L3₹10.6 L−₹39,099 (3.56%)Rejected-AOC LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | MALAPPURAM | KERALA | 670612 | L3 | Rejected-AOC accepted | |
| 4 | L4₹12.0 L+₹95,941 (8.73%)Rejected-AOC | L4 | Rejected-AOC accepted |
Tender Value
₹12.7 L
EMD Value
₹31,723
Closing Date
17 Jan 2024, 6:00 pmClosed
Asst.Executive Engineer
Office of the Assistant Executive Engineer,Minor Irrigation SubDivision, Kozhikode
GENERAL RLIS 2023 24 Repair and maintenance of canal in Vellannur LI Scheme in Chathamangalam Panchayath Kunnamangalam LAC Kozhikode district
2024_Irrig_641571_1
IRR/IA/TR/7623/2023_5_1_1/1
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
240 days
Chathamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,723
Yes
17 Feb 2024
8 Jan 2024
19 Jan 2024
8 Jan 2024
17 Jan 2024
8 Jan 2024
Amount
Canal
15.1:Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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
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.
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.13:Centering and shuttering including strutting, etc. and removal of form for:Vertical and horizontal fins individually for forming box louvers band, facias and eaves boards
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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)
4.1.5: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)
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
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)
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
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.
Guard stone
55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide
BASHEER K
Kodiyathur Labour Contract Co_Operative Socity Ltd D 2888
Varghese.K.T
Bidder Name
Varghese.K.T
MUJEEB RAHMAN K
Kodiyathur Labour Contract Co_Operative Socity Ltd D 2888
BASHEER K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_979052.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .