Cape-Urgent Works In Sagara Hospital Ii Extension Works Proposed For The Existing Casuality At Sagara Hospital , Punnapra Extension Works For The Existing Casuality At Sagara Hospital
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Ref. Documents
Estimated cost
Bid Submission
01 Feb 2021
0 days left
EMD
44650
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Punnapra Alappuzha → Kerala
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Cape-Urgent Works In Sagara Hospital Ii Extension Works Proposed For The Existing Casuality At Sagara Hospital , Punnapra Extension Works For The Existing Casuality At Sagara Hospital
BOQ
| Work Name : Extension works proposed for the existing casualty at Sagara Hospital Punnapra (new) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001114 | 2.336 | cum |
| 3 | 1.02 | 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) | BI01010001010000000000000515BI0100001115 | 0.27 | cum |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001116 | 2.205 | cum |
| 5 | 1.04 | 15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | BI01010001010000000000000515BI0100001117 | 434 | kg |
| 6 | 1.05 | 15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | BI01010001010000000000000515BI0100001118 | 51.1 | sqm |
| 7 | 1.06 | 15.57 : Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | BI01010001010000000000000515BI0100001119 | 2.25 | sqm |
| 8 | 1.07 | 15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | BI01010001010000000000000515BI0100001120 | 89.6 | sqm |
| 9 | 1.08 | od246264/2020_2021 : Refitting the truss work of ambulance shed by engaging labour as per the direction of engineer in charge | BI01010001010000000000000515BI0100001121 | 404 | kg |
| 10 | 1.09 | od246265/2020_2021 : Refitting the dismantled aluminium trafford sheet as per the direction of engineer in charge | BI01010001010000000000000515BI0100001122 | 51.1 | per sqm |
| 11 | 1.1 | od246266/2020_2021 : Refitting the dismantled aluminium window as per the direction of engineer in charge | BI01010001010000000000000515BI0100001123 | 1 | each |
| 12 | 1.11 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001124 | 96 | sqm |
| 13 | 1.12 | 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 | BI01010001010000000000000515BI0100001125 | 188.353 | cum |
| 14 | 1.13 | 2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001126 | 44.34 | cum |
| 15 | 1.14 | 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) | BI01010001010000000000000515BI0100001127 | 14.579 | cum |
| 16 | 1.15 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001128 | 23.04 | sqm |
| 17 | 1.16 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001129 | 78.536 | sqm |
| 18 | 1.17 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001130 | 129.809 | sqm |
| 19 | 1.18 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001131 | 26.623 | sqm |
| 20 | 1.19 | 5.9.19 : Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001132 | 47.364 | sqm |
| 21 | 1.2 | 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 | BI01010001010000000000000515BI0100001133 | 4071.32 | kilogram |
| 22 | 1.21 | 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) | BI01010001010000000000000515BI0100001134 | 0.27 | cum |
| 23 | 1.22 | 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 | BI01010001010000000000000515BI0100001135 | 19.751 | cum |
| 24 | 1.23 | 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 | BI01010001010000000000000515BI0100001136 | 23.553 | cum |
| 25 | 1.24 | 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 | BI01010001010000000000000515BI0100001137 | 23.87 | cum |
| 26 | 1.25 | 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 | BI01010001010000000000000515BI0100001138 | 5.401 | cum |
| 27 | 1.26 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001139 | 15.155 | cum |
| 28 | 1.27 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001140 | 190.195 | sqm |
| 29 | 1.28 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001141 | 213.091 | sqm |
| 30 | 1.29 | 13.21 : Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | BI01010001010000000000000515BI0100001142 | 549.495 | kg |
| 31 | 1.3 | 13.28.3 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band | BI01010001010000000000000515BI0100001143 | 135.32 | per meter per cm |
| 32 | 1.31 | 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 | BI01010001010000000000000515BI0100001144 | 120 | kg |
| 33 | 1.32 | 13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001145 | 305.563 | sqm |
| 34 | 1.33 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001146 | 305.563 | sqm |
| 35 | 1.34 | 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) | BI01010001010000000000000515BI0100001147 | 186.411 | sqm |
| 36 | 1.35 | 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 | BI01010001010000000000000515BI0100001148 | 130.933 | sqm |
| 37 | 1.36 | 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 | BI01010001010000000000000515BI0100001149 | 9 | sqm |
| 38 | 1.37 | 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) | BI01010001010000000000000515BI0100001150 | 38.486 | kg |
| 39 | 1.38 | 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) | BI01010001010000000000000515BI0100001151 | 37.919 | kg |
| 40 | 1.39 | 21.2.2 : Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre- laminated particle board with decorative lamination on both sides | BI01010001010000000000000515BI0100001152 | 1.62 | sqm |
| 41 | 1.4 | 21.3.1 : 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 4.0 mm thickness | BI01010001010000000000000515BI0100001153 | 4.62 | sqm |
| 42 | 1.41 | 9.97.4 : 150x10 mm | BI01010001010000000000000515BI0100001154 | 4 | no |
| 43 | 1.42 | 10.3 : Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer . | BI01010001010000000000000515BI0100001155 | 3.151 | sqm |
| 44 | 1.43 | 11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001156 | 61.153 | sqm |
| 45 | 1.44 | 11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm | BI01010001010000000000000515BI0100001157 | 68.443 | sqm |
| 46 | 1.45 | 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) | BI01010001010000000000000515BI0100001158 | 29.03 | sqm |
| 47 | 1.46 | od246279/2020_2021 : Engaging labour for shifting the plumbing line as per the direction of engineer in charge etc complete | BI01010001010000000000000515BI0100001159 | 2 | each |
| 48 | 1.47 | od246292/2020_2021 : Providing Acp sheet and frame work for enclosing the existing pipe line | BI01010001010000000000000515BI0100001160 | 15 | per metre |
| 49 | 1.48 | 12.41.2 : Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter | BI01010001010000000000000515BI0100001161 | 3 | metre |
| 50 | 1.49 | od246293/2020_2021 : Providing and fixing 200 mm diameter PVC gutter with bolts and nuts etc complete | BI01010001010000000000000515BI0100001162 | 5 | metre |
| 51 | 1.5 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001163 | 0.373 | cum |
| 52 | 1.51 | 50.18.9.19.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001164 | 6 | metre |
| 53 | 1.52 | 50.18.9.17.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall | BI01010001010000000000000515BI0100001165 | 3 | metre |
| 54 | 1.53 | 50.18.9.13.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall | BI01010001010000000000000515BI0100001166 | 4 | metre |
AI Tender Summary
Tender Timeline
Jan 16, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 01, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 02, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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