Kila-Kiifb-Cl-07-Construction Of School Building To Boys Hss And Vhss Tripunithura In Thripunnithura Muncipality , Ernakulam
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Feb 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tripunnithura Muncipality → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Contact Person
Address
Project Description
Kila-Kiifb-Cl-07-Construction Of School Building To Boys Hss And Vhss Tripunithura In Thripunnithura Muncipality , Ernakulam
BOQ
| Work Name: KILA -KIIFB- CL-07-Construction of School Building to Boys HSS and VHSS, Tripunithura, Tripunithura Muncipality, Ernakulam | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | New Block - Ground Floor and First Floor | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 20.2.4 : Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles | BI01010001010000000000000515BI0100001114 | 600 | metre |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 2.826 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 86.286 | cum |
| 5 | 1.004 | 50.2.25.1 : Filling with contractor's own 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 as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001117 | 84.15 | cum |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 29.251 | cum |
| 7 | 1.006 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 1.8 | cum |
| 8 | 1.007 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001120 | 87.28 | sqm |
| 9 | 1.008 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001121 | 379.8 | sqm |
| 10 | 1.009 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001122 | 415.68 | sqm |
| 11 | 1.01 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001123 | 258.08 | sqm |
| 12 | 1.011 | 5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | BI01010001010000000000000515BI0100001124 | 48.24 | sqm |
| 13 | 1.012 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001125 | 14.928 | metre |
| 14 | 1.013 | 5.9.19 : Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001126 | 7.32 | sqm |
| 15 | 1.014 | 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 | BI01010001010000000000000515BI0100001127 | 25307 | kilogram |
| 16 | 1.015 | 5.30 : Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections. | BI01010001010000000000000515BI0100001128 | 122 | metre |
| 17 | 1.016 | 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 | BI01010001010000000000000515BI0100001129 | 30.358 | cum |
| 18 | 1.017 | 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 | BI01010001010000000000000515BI0100001130 | 107.143 | cum |
| 19 | 1.018 | 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001131 | 2.7 | cum |
| 20 | 1.019 | 50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | BI01010001010000000000000515BI0100001132 | 110.68 | cum |
| 21 | 1.02 | 50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | BI01010001010000000000000515BI0100001133 | 7.32 | cum |
| 22 | 1.021 | 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) | BI01010001010000000000000515BI0100001134 | 264.6 | kg |
| 23 | 1.022 | 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) | BI01010001010000000000000515BI0100001135 | 12.601 | kg |
| 24 | 1.023 | 21.3.2 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness | BI01010001010000000000000515BI0100001136 | 88.2 | sqm |
| 25 | 1.024 | 9.75.2 : Providing and fixing bright finished door latch with necessary screws etc. complete:250x16x5 mm | BI01010001010000000000000515BI0100001137 | 9 | no |
| 26 | 1.025 | 9.97.2 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm | BI01010001010000000000000515BI0100001138 | 36 | no |
| 27 | 1.026 | 9.97.5 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm | BI01010001010000000000000515BI0100001139 | 126 | no |
| 28 | 1.027 | 9.101.1 : Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper | BI01010001010000000000000515BI0100001140 | 9 | no |
| 29 | 1.028 | 9.103 : Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles of approved quality with necessary screws etc . complete. | BI01010001010000000000000515BI0100001141 | 9 | each |
| 30 | 1.029 | 50.9.1.1 : 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 Anjili wood /jack wood | BI01010001010000000000000515BI0100001142 | 0.418 | cum |
| 31 | 1.03 | 50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood | BI01010001010000000000000515BI0100001143 | 16.605 | sqm |
| 32 | 1.031 | 50.9.15.1 : Supplying and fixing 200 mm Aluminium aldrop | BI01010001010000000000000515BI0100001144 | 9 | no |
| 33 | 1.032 | 10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001145 | 1604.25 | kg |
| 34 | 1.033 | 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 | BI01010001010000000000000515BI0100001146 | 600 | kg |
| 35 | 1.034 | 10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | BI01010001010000000000000515BI0100001147 | 225 | kg |
| 36 | 1.035 | 12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto 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. | BI01010001010000000000000515BI0100001148 | 36 | sqm |
| 37 | 1.036 | 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. | BI01010001010000000000000515BI0100001149 | 423.5 | sqm |
| 38 | 1.037 | 13.1.2 : 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001150 | 1454.2 | sqm |
| 39 | 1.038 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001151 | 921.73 | sqm |
| 40 | 1.039 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001152 | 2375.93 | sqm |
| 41 | 1.04 | 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) | BI01010001010000000000000515BI0100001153 | 776.501 | sqm |
| 42 | 1.041 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001154 | 898.209 | sqm |
| 43 | 1.042 | 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 | BI01010001010000000000000515BI0100001155 | 104.805 | sqm |
| 44 | 1.043 | 13.50.4 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | BI01010001010000000000000515BI0100001156 | 88.2 | sqm |
| 45 | 1.044 | od175810/2019_2020 : Providing and fixing S.S fan clamp of 16mm dia in RCC slabs, beams including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer-in-Charge at all levels.<br> | BI01010001010000000000000515BI0100001157 | 36 | each |
| 46 | 1.045 | 13.71 : Lettering with black Japan pint of approved brand and manufacture | BI01010001010000000000000515BI0100001158 | 900 | per Letter per cm height |
| 47 | 1.046 | od741663/2020_2021 : Supplying and fixing nameboard of size 75x60cm installed in the appropriate place visible to be public made of brick wall with granite plaque should be inserted and engraving letters etc. | BI01010001010000000000000515BI0100001159 | 1 | each |
| 48 | 1.047 | od741731/2020_2021 : Providing and laying 60mm thick factory made CC interlocking paver block M 30 grade made by block making machine with strong vibratory compaction of approved size, designed shape laid the required colour and patern over and including 50mm thick compacted bed of 6mm stone aggregate etc. complete | BI01010001010000000000000515BI0100001160 | 100 | sqm |
AI Tender Summary
Tender Timeline
Jan 28, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 10, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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