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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.6 L+₹94,996.66 (4.38%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹24.6 L+₹3.0 L (13.7%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹26.0 L+₹4.3 L (19.8%)Rejected-Finance SOUPARNIKA P O VELLUR | KERALA | L4 | Rejected-Finance L4 |
Tender Value
₹23.8 L
EMD Value
₹50,000
Closing Date
20 Mar 2023, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
DR Side protection, Laterate Masonry works
2023_HED_562478_1
HED/CEHED/TR/71/2023_5_2_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Azheekal
Please refer Tender documents.
11 documents required · 11 mandatory
₹3,260
₹50,000
Yes
2 May 2023
28 Feb 2023
22 Mar 2023
28 Feb 2023
20 Mar 2023
28 Feb 2023
Amount
SIDE PROTECTION AND COMPOUND WALL
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
65.7:Hydraulic excavator
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)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
Fencing etc
OD3449/2022-2023:supplying and Planting of trees in suitable pits dug in the ground, , planting the saplings, back filling the trench, watering, etc excluding cost of manure cowdung labour charges. . manure , labour charges etc to be paid separately(price id 2019/350)
OD3450/2022-2023:Engaging Mate
30.2.25:Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Dharmaraj R
RANEESH RERMAL
Radhakrishnan P K V
Bidder Name
RANEESH RERMAL
Dharmaraj R
Radhakrishnan P K V
MARIA ROOSEVELT D
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