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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC AR CONSTRUCTIONS | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.1 L+₹761.15 (0.18%)Rejected-AOC 1003 SUB TREASURY DEVIKULAM | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.1 L+₹762.38 (0.18%)Rejected-AOC DOOR NO 148 KURUDIMUKKU ARIKKULAM PO KOYILANDY KERALA | L3 | Rejected-AOC L3 |
Tender Value
₹3.8 L
EMD Value
₹9,515
Closing Date
13 Mar 2025, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Assistant Executive Engineer KyIP Canal Sub division Vatakara
GENERALKyIP CADA 2024 25 Renovation and modernisation works to Arikkulam FB in between Ch 0200 and 0300 kmGeneral Civil Work
2025_Irrig_739955_2
IRR/PI/TR/5383/2024_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Arikkkulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,515
Yes
27 Jun 2025
6 Mar 2025
15 Mar 2025
6 Mar 2025
13 Mar 2025
6 Mar 2025
6 Mar 2025 - 13 Mar 2025
Amount
Canal work
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
15.2.1: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)
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)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.2.1:15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
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.
60.3:Supplying and fixing structural steel channel ISMC 75X40mm for holding shutter planks including cutting ,hoisting fixing in position with material and labour charges etc complete
60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.
10.4:Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
RAJAN (BID ID -2153636)
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY (BID ID -2152639)
Bidder Name
RAJAN
ARIKKULAM LABOUR CONTRACT AND CONSTRUCTION CO-OPERATIVE SOCIETY
AR CONSTRUCTIONS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1206360.pdf
boq_comp_chart.xlsx
xlsx
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