Tender For General-Kadalundy Vallikunnu Nagaravanam Project-Civil Work-General Civil Work
Tender Value
91.18 Lakhs
Estimated cost
Bid Submission
09 May 2025
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
GENERAL-Kadalundy Vallikunnu Nagaravanam Project-Civil work-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Fencing work |
| 2 | 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 |
| 3 | 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 |
| 4 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 5 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 6 | 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 |
| 7 | OD43106/2023-2024:Fencing with angle iron post placed at required distance, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts,to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire |
| 8 | 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. |
| 9 | 13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works |
| 10 | 13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 11 | 13.50.4:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 12 | BOAT JETTY |
| 13 | 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 |
| 14 | 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) |
| 15 | 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 |
| 16 | 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 |
| 17 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 18 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 19 | OD144617/2023-2024:Providing and fixing life buoy with SI Lights(MMD or IRS)approved with TC |
| 20 | OD145044/2023-2024:Supply and installation of floating boat jetty(10mx3m) with materials of following specificationSupply of superior modular dock(SMD)-5NosTechnical specification1.Size 3m*2m*0.40m2.Colur-Grey Colour3.MOC=C6 PE with 11UV Stabilized as per marine grade4.Deck CSIRCO Slip resistant certified,raised tile pattern self draining5.Resistance to degradation-Moderately high6.Resistance to impact-High7.Load:Each UMD 1200kg UDL(+/-15% overload capacity)Accessories1.Rubber dog bone2.Plastic fender3.Aluminium cleat4.Stanchion with end cap and aluminium pipes and all other small accessories fr fixingSupply of metal parts includes one 2metre long aluminium gangway with hand rail and carpet including 2metre long 2nos galvanized strut and hinges and all other small accessoriesRate includes all for installation including loading,Unloading,Hiring of tackles,cranes etc.. all complete as per the direction of engineer in charge |
| 21 | OD302848/2024-2025:60.64.1. 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. |
| 22 | OD303041/2024-2025:Driving down coconut pile to lines and levels through soft to medium clay soil strata includingall hire charges and labour and all other appliances necessary for pile driving down afterpointing the bottom end. |
| 23 | Information centre and Gate |
| 24 | OD145309/2023-2024:Providing and laying Exteriorcladding tiles in wall with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). |
| 25 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 26 | 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 |
| 27 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 28 | 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 |
| 29 | 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. |
| 30 | 50.9.11.1:Providing and fixing Thomson Multi wood board or equivalent make paneling 12 mm thick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-in-charge. |
| 31 | 26.41:Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 32 | 26.44:Providing and fixing in all exterior face panels breathable vapour barrier underneath the cement fiber board as per National Building Code 2009 complete as per direction of Engineer-in-charge. |
| 33 | OD159121/2023-2024:Providing and fixing of external wall system on Light gauge steel frame workwith . Outer face having 6mm thick heavy duty fiber cement board fixed on 9mmthick heavy duty fiber cement board confirming to IS 14862:2000, category IVtype A (High pressure steam cured) as per standard sizes fixed with self-drilling/ taping screws / fasteners @ 60cm c/c of approved make. A grove of 2 mm to3mm shall be maintained and groves shall be sealed with silicon based sealant.The board shall be fixed in a staggered pattern.Screws shall be of counter sunkrib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45mm and internal face 12.5mm thick gypsum plaster board fixed on 8mm thickfiber cement board confirming to IS 14862:2000 of category III type B (Highpressure steam cured) as per standard sizes fixed with self-drilling / taping screws/ fasteners @ 60cm c/c of approved make, proper taping and jointing to be doneusing fiber mesh tape and epoxy and acrylic based jointing compound for seamlessfinish.(cost of frame work to be paid for separately). |
| 34 | OD159122/2023-2024:Providing and fixing internal wall panels on Light gauge steel frame work with 12.5mmthick gypsum plaster board conforming IS 2095:2011 fixed on 8mm thick fiber cementboard conforming to IS 14862:2000 of category III type B (High pressure steam cured)as per standard sizes fixed with self-drilling / taping screws / fasteners @ 60cm c/c ofapproved make, Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and jointing to bedone using fiber mesh tape and epoxy and acrylic based jointing compound forseamless finish.(cost of frame work to be paid for separately) |
| 35 | OD159126/2023-2024:Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy dutyfiber cement board (High pressure steam cured) conforming to IS 14862:2000 ofcategory III type B as per standard sizes fixed with self-drilling / taping screws. Screwsshall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of lengthvarying from 25 to 45 mm. |
| 36 | OD159127/2023-2024:Supplying and fixing shingles to the existing roofing system |
| 37 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 38 | 8.2.1.1:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Raj Nagar Plain white marble/ Udaipur green marble/Zebra black marbleArea of slab upto 0.50 sqm |
| 39 | 9.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer\"s specification and direction of Engineer-in Charge. |
| 40 | 9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture.M.S. frame covered with 5 mm thick heat moulded PVC \"C\" channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flatand 20 mm shall be tapered on both sides to form lock rail.Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the \"C\" Channel using PVC solvent adhesive etc.complete as per direction of Engineer -in-charge, manufacture\"s specification & drawing.30 mm thick plain PVC door shutters |
| 41 | 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 |
| 42 | 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 43 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 44 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 45 | 12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) |
| 46 | 12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ). |
| 47 | Boardwalk |
| 48 | OD146340/2023-2024:Providing wood work in boardwalk for piles,Rafters,struts,planks etc.. including cost of conceyance etc.. complete as per the direction of engineer in charge. |
| 49 | 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 |
AI Tender Summary
Tender Timeline
Apr 29, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 09, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 12, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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