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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹6.7 L (5.73%)Admitted-Finance | ₹1.2 Cr+₹6.7 L (5.73%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹10.5 L (8.91%)Admitted-Finance VP 10 323 CHITHRALAYAM NALANKALLU VILAVOORKAL MALAYINKEEZHU THIRUVANANTHAPURAM 695571 | THIRUVANANTHAPURAM | KERALA | 695571 | ₹1.3 Cr+₹10.5 L (8.91%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TEAMEDGE DEVELOPERS AND LAND CONSTRUCTION PVT LTD L1 | CUBIX INFRASTRUCTURES L2 | CHITHRANI TRADERS L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix- A | ||||||
| 1.01 | 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) | 4.5 | cum | - | - | - |
| 1.02 | 15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 42.15 | cum | - | - | - |
| 1.03 | 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 | 44 | cum | - | - | - |
| 1.04 | 2.25 : Filling available excavated earth (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.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. (For trenches only after deducting earth available at site from excavation). | 41 | cum | - | - | - |
| 1.05 | 2.35.1.1 : Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos /Lindane E.C. 20% with 1% concentration | 32 | metre | - | - | - |
| 1.06 | 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). Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. | 8 | cum | - | - | - |
| 1.07 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 212 | sqm | - | - | - |
| 1.08 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 39.6 | sqm | - | - | - |
| 1.09 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 29 | sqm | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹50,000
Closing Date
14 Oct 2020, 5:00 pmClosed
Manager Subcontract
KEL Kochi
STRUCTURAL WORK OF SHOW ROOM OF ASSISTIVE DEVICES FOR DIFFERENTLY ABLED AT KERALA STATE HANDICAPPED WELFARE CORPORATION THIRUVANANTHAPURAM- PHASE-1
2020_KEL_389407_1
KRO/ BDC/669/2020
Open Tender
Civil Works - Others
Item Rate
300 days
KEL Kochi
As per NIT
6 documents required · 6 mandatory
₹5,900
online
₹50,000
Yes
16 Oct 2020
5 Oct 2020
16 Oct 2020
5 Oct 2020
14 Oct 2020
5 Oct 2020
5 Oct 2020 - 14 Oct 2020
Amount
Appendix- A
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)
15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
2.25 : Filling available excavated earth (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.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. (For trenches only after deducting earth available at site from excavation).
2.35.1.1 : Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos /Lindane E.C. 20% with 1% concentration
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). Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
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
5.1.2 : 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. Assessment of strength of concrete by cube test in Govt. lab as per IS procedure.
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). Assessment of strength of concrete by cube test in Govt. lab as per IS procedure.
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15°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).
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preferences
Providing and laying precast machine moulded Cement Concrete Solid Blocks in block masonry of specified thickness with blocks of grade C(5) with minimum compressive strength of 5 N/mm2 and block density not less than 1800 Kg/cum conforming to IS 2185 nominal size 400x200x200 mm in cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate of 12 mm nominal size ) with cement mortar 1:4 ( 1 cement:4 coarse sand) including scaffolding, raking out joints and filling the joints with cement mortar, finishing neatly etc above Plinth Level up to all floor level complete as directed by the Engineer in charge.
11.41.2 : Providing and laying Vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. Make: Khajaria, Johnson, RAK, NITCO, Cera or eq. in the order of pref and sample approval from KEL/client.
10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes . Make: TATA, JSW, VIZAG, SAIL or eq.
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes. Make: TATA, JSW, VIZAG, SAIL or eq.
12.1.3 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2. Make: TATA, JSW, BHUSHAN, GEO or eq.
14.43 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Make: Asian, Berger, Nerolac or eq. in the order of pref.
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. Make: Jotun, Asian, Berger, Nerolac or eq. in the order of pref.
25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to makeit watertight including checking of all the structural and functional design.b) Providing, fabricating and supplying and fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per specificationand drawing The item includes cost of all material & labour component, the cost ofall mock ups at site, cost of all samples of the individual components for testing inan approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.
25.5 : Providing,fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5mm and nominal mass not less than 60 gm/ sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts,bolts, washers etc complete.
21.18 : Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door handle, lock and stopper etc to be paid separately)
Supplying and providing Ferro cement water tank of capacity diameter 1.8m and height 2m of capacity 5000L including cost, labour charges for fixing, conveyance etc.
Supply and Fixing of 18 mm Prelaml board- Cash Counter size of 17'-0" x 5'-0" x 3'-0"-1 set, side unit 6'-0" x 3'-3" x 3'-0"-2 Nos
Supply and Fixing ENTRANCE GLASS DOOR work size of 8'-0"X7'-0"
Supply and fixing of saint gobain gyp board with diamond channel with accessories & Joint putty. Note: Floor plan in square feet in 1.5 Unit after final measurement at site
Supply and apply of Double coated putty with single coat primer coated after double coat premium emulsion paint asia make Note : Final Measurement after Finish the work at site
Supply and fixing of Rack Unit with MS Material duly powder coated finish. Size of 34' -6" x 3'-0" x 6'-0"- 1 No , 6'-6" X 3'-0 X 6'-0" ( Base shelf 450 mm-01, Middle shelf 375 -03 Nos, Top Shelf - 300 mm-02 Nos)
Supply and fixing of Rack Unit with MS Material duly powder coated finish Size of 16' -6" x 6'-0" x 6'-0"- 1 No , ( Base shelf 450 mm-01, Middle shelf 375 -03 Nos, Top Shelf -300 mm-02 Nos)
Supply and fixing of Table using 25 mm Prelam Board Top with Verticals with 2 mm Edge Band Tape finish 17'-0" x 4'-0" x 3'-0"- 1 No
Supply and fixing of Table using 25 mm Prelam Board Top with Verticals with 2 mm Edge Band Tape finish Size of 21'-0" x 5'-6" x 3'-0" -1 No
Supply and fixing of Table using 25 mm Prelam Board Top with Verticals with 2 mm Edge Band Tape finish Size of 20'-0" x 4'-0" x 3'-0" -1 No
Supply and fixing of Table using 25 mm Prelam Board Top with Verticals with 2 mm Edge Band Tape finish .Size of 20'-0" x 4'-0" x 3'-0" - 1 No<br>15'-0" X 4'-0" X 3'-0" - 1 NO
Supply and fixing of Table using 25 mm ;Prelam Board Top with Verticals with 2 mm; Edge Band Tape finish ;Size of 7 0 x 4 - 2 No 15-0 X 4 6&V3-0 -2 NO
Supply and fixing of Storage unit with drawer Size of 12-6 x 6 -6 x 3 -0 - 1 No
Supply and fixing of Saint Gobian gyp board with diamond channel with acesorries
Supplying,installaing testing and commissioning of passenger lift, capacity -& 8 passenger (544kgs) , speed 1mps
Electrification charges including preparation of estimate based on PRICE/PWD schedule, preperation of drawing and getting approval from KEL/client and payment after deducting tender below.
Make of Electrical equipments/materials
All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification
Panel Boards: CPRI certified reputed manufacturers make
MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent
Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD
Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent
Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO
Cable Glands & Sockets - REPUTED MAKE , Cosmos
Indicating Lamps - TEKINIC/RISHUB/STC, L&T, Schneider or equivalent
Ceiling/Exhaust fan: Havells, Orient, Usha, Crompton Greaves, Bajaj
Push Button- L&T, Schneider, Rishabh
Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately.
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
CUBIX INFRASTRUCTURES
CHITHRANI TRADERS
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