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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st lowest₹71.6 LAccepted-AOC VALIYAVEETTIL HOUSE ALAKODE P O KANNUR DISTRICT PIN 670571 | ALAKODE | KANNUR | KERALA | 670571 | 1st lowest | Accepted-AOC Lowest Bidder | |
| 2 | 3rd lowest₹73.2 L+₹1.6 L (2.25%)Rejected-AOC | 3rd lowest | Rejected-AOC Third Lowest Bidder | |
| 3 | Second Low₹72.6 LRejected-AOC | Second Low | Rejected-AOC Second Lowest Bidder | |
| 4 | Fourth Low₹75.3 LRejected-AOC | Fourth Low | Rejected-AOC Fourth Lowest Bidder |
Tender Value
₹71.6 L
EMD Value
₹50,000
Closing Date
29 Jun 2020, 4:00 pmClosed
The EE, Inland Navigation Division, Kannur-2
O/o the EE, Inland Navigation Division, Kannur-2
Development of Rural Circuit - Malanad Malabar Cruise Tourism Project in Kerala under Swadesh Darshan Scheme - Construction of Boat Jetty at Azhikkal Boat Palam
2020_Irrig_366690_1
EE/IND/KNR/06/2020-21
Open Tender
Civil Works - Roads
Item Rate
365 days
Azhikkal
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,300
Yes
O/o the EE, Inland Navigation Division, Kannur-2
₹50,000
Yes
25 Aug 2020
22 Jun 2020
13 Jul 2020
22 Jun 2020
29 Jun 2020
22 Jun 2020
22 Jun 2020 - 29 Jun 2020
Amount
App. A - Boat Terminal- Superstructure
od34660/2018_2019/IA : Providing floating plat form of size 12m x 7m on pontoon(as per drawing) in steel work riveted or bolted in built up section etc., trusses and framed work M.S angle, iron plates, tees etc. straightening cutting, fabricating and hosting including applying one coat iron primer for pontoon including cost of materials, labour charges, mobilisation charges, current charges for welding etc. hire for winch, chain, hook etc. and launching in to the river and all other incidental charges including lighting etc. complete for piling in river portion.
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.
15.5 : Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.
5.33.1 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
5.33.2 : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 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
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
od34661/2018_2019/IA : Chipping and removing extra length of RCC piles-Demolishing R.C.C. work manually / by mechanical means without damaging the existing structure including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.(as per 15.3 of DSR 2016)
20.6.2.2 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityRoutine test
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.23 : Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).
11.20.3 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
od34662/2018_2019/IA : Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade:(as per 7.12.1 of DSR)One face dressedBlack Granite stone block
od34663/2018_2019/IA : Providing Granite stone post , 10x10 cm size, 100 cm long hand cut and chisel dressed accurately to line and level for hand rails on walkway fixed bottom and top in RCC beams per Architect's design including the cost of materials , labour charges, conveyance etc. complete but excluding the cost of RCC beams which is to be paid seperately ( specification as per 7.12.1.1 of DSR )- Granite post 4 side dressedOne face dressedRed sand stone
od37103/2018_2019/IA : Providing & fixing on roof, First class superior quality Mangalore Pattern tile ofapproved size and as per approved pattern on wooden reepering work including cost of materials,conveyane charges and labour charges etc. complete (based on dsr 12.48)
od37120/2018_2019/IA : Providing & fixing on First quality flat clay tile of approved size and as per approvedpattern on wooden reepering frame work including cost and conveyance of all materials, labour charges etc.complete. (based on 12.48)
od37105/2018_2019/IA : Providing & laying on roof First class superior quality Mangalore Pattern ridge tile ofapproved pattern and make on wooden reepering work complete including cost of materials, conveyanceand all labour charges for fixing. based on 12-49
50.9.1.2 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood
od37110/2018_2019/IA : Supplying and fixing Pingoda wood reapers of size 50x25 mm with Stainless steelwire nails including cost and conveyance of materials etc. complete. based on 50-9-14-2
12.5.1 : Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limper and bitumen washers complete:1.60 mm thick with zinc coating not less than 350 gm/ m2
od37111/2018_2019/IA : Stainless steel work riveted, bolted or welded in built up sections,including cutting,hoisting, fixing in position all complete using plates, nuts & bolts and other fixtures made of stainless steel.Labour portion is taken as that of structural steel work item No. 10.2
13.52.2 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
13.50.1 : Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood)
13.62.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
9.1.2 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Sal wood
13.67.1 : Varnishing with varnish of approved brand and manufacture :Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
od34664/2018_2019/IA : Deepening the river by earth work in excavation by mechanical means (Hydraulic excavator mounted on Barge ) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, all leads and lift at places pointed out by the engineer-in-charge and disposed earth to be leveled and neatly dressed. All kinds of soil
60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.7 : Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
od34665/2018_2019/IA : Supplying and fixing old tyre on the fender post to resist the impact of stopping boat (OBSERVED DATA)
od34666/2018_2019/IA : Providing Cast Iron Bollards with approved drawings and design including cost of all materials, moulding charges , cost of fixtures and all labor charges etc. complete.
App B - Boat Terminal -Sub structure
12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
od34659/2018_2019/IA : Bored cast-in-situ M30 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.r|nPile diameter-600 mm r|n
P.G CONSTRUCTIONS
ABDUL SHUKOOR.V
MUBARAK V
Bidder Name
V C JAMES
P.G CONSTRUCTIONS
ABDUL SHUKOOR.V
MUBARAK V
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