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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC KERALA KL KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.7 L+₹23,946.40 (3.69%)Rejected-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | L2 | Rejected-AOC L2 | |
| 3 | L4₹7.6 L+₹1.1 L (17.5%)Rejected-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | L4 | Rejected-AOC L4 | |
| 4 | L5₹6.9 L+₹41,662.11 (6.43%)Rejected-AOC ANNASSERY PO THALAKKALATUR KOZHIKODE 673317 KERALA | KOZHIKODE | KERALA | 673317 | L5 | Rejected-AOC L3 | |
| 5 | L5₹7.6 L+₹1.1 L (17.5%)Rejected-AOC PARPIDAM II KOYILANDY PO KOZHIKODE | KOZHIKODE | KERALA | 612906 | L5 | Rejected-AOC L5 |
Tender Value
₹8.2 L
EMD Value
₹20,415
Closing Date
12 Sept 2022, 6:55 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer KyIP Subdivision Vadakara
Reconstruction of Canal palam
2022_Irrig_506176_1
IRR/PI/TR/2853/2022_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
Pachakkal
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,805
Yes
₹20,415
Yes
21 Oct 2023
31 Aug 2022
14 Sept 2022
31 Aug 2022
12 Sept 2022
31 Aug 2022
31 Aug 2022 - 12 Sept 2022
Amount
Bridge
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.
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
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
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)
4.3.2: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.
4.3.3: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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 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.
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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.39.1:Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime
OD10618/2022-2023: Supply ,stacking,spreading and consolidating of Quarry Muck inside the trench in canal bed,road work etc. including carriage, loading ,unloading & stacking up to any lead.
GSB Filling
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
Name board
16.21:Engraving letters in hard stone
16.92:Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge
HAREESH KUMAR V K
SHAMEJ T
BAIJU
DINESAN N M
Bidder Name
VK BALAN
BAIJU
HAREESH KUMAR V K
SHAMEJ T
DINESAN N M
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