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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹14,807.18 (0.11%)Accepted-AOC | ₹1.3 Cr+₹14,807.18 (0.11%) | L2 | Accepted-AOC L2 |
| 3 | L3₹1.7 Cr+₹34.2 L (26.1%)Accepted-AOC KANNUR | KERALA | 670001 | ₹1.7 Cr+₹34.2 L (26.1%) | L3 | Accepted-AOC L3 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
18 Dec 2024, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Irrigation North Circle, West Hill, Kozhikode
Reforming damaged Mukacheri seawall for a length of 187m and 10m return wall from 60m south of CP 2065 towards north in Vatakara Municipality
2024_Irrig_713546_1
IRR/IA/TR/5544/2022_5_20_19/1
Open Tender
Civil Works - Others
Item Rate
365 days
Mukacheri Vatakara
Please refer Tender documents.
10 documents required · 10 mandatory
₹6,508
₹50,000
Yes
6 Feb 2025
6 Dec 2024
20 Dec 2024
6 Dec 2024
18 Dec 2024
6 Dec 2024
Amount
ASE maintenance 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
60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.
60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.49.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 10 Kg to 80 Kg (75% 10 to 25 Kg ie 5 to 11 Dm3 and 25 % 25 to 80 Kg ie 11 to 34 Dm3 ) and stacking for measurement including cost and conveyance loading and unloading charges all other incidental charges all leads and lifts etc complete.
60.50:Unified Data for construction of sea wall as per Modified design suggested by CWPRS Pune -Carriage of departmental granite stones 10kg to 80kg , 5 to 34 dm3(75% 10 to 25 kg, 25% 25 to 80kg) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc. complete.
60.54.7:A.S.E works as per CWPRS DESIGN- Calicut-Supplying at site of work granite stones of size 300 to 400 Kg (50% more than 350Kg(146 dm3)as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity of each individual stone having not less than 35 cms including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete.
60.58:Unified data- Construction of sea wall- as per Modified design suggested by CWPRS Pune- Dumping in position (to be packed) Granite stones 300kg to 400kg (125 to 167 dm3) 50% more than 350kg in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m) using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 4 stones.
60.34.7:A.S.E Reformation work- Calicut -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.
60.36.7:A.S.E Reformation work- Calicut -Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.
60.40.7:A.S.E -Reformation work- Calicut- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .
60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.
60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
KARI Construction and Developers Pvt Ltd (BID ID -2024331)
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY (BID ID -2024940)
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
Abdul Saleem K
KARI Construction and Developers Pvt Ltd
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1123781.pdf
boq_comp_chart.xlsx
xlsx
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