Providing Amenities For Fire Fighting At Nipmr Kallettumkara In Irinjalakuda
Tender Value
39.23 Lakhs
Estimated cost
Bid Submission
08 Nov 2019
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
Irinjalakuda → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Amenities For Fire Fighting At Nipmr Kallettumkara In Irinjalakuda
BOQ
| Work Name:Providing amenities for fire fighting at NIPMR kallettumkara in Irinjalakuda | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Detailed cum abstract estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | BI01010001010000000000000515BI0100001114 | 1200 | sqm |
| 3 | 1.02 | od57769/2018_2019 : Providing sand pile 100 mm dia and 3m depth driven using MS pipe and MS shoes and compacted with M sand including cost of all materials and labour charges etc. complete including hire charges of machinery etc.complete as per the direction of deptl. officers at site. | BI01010001010000000000000515BI0100001115 | 2600 | per metre |
| 4 | 1.03 | od57770/2018_2019 : Supplying and filling of Quarry muck including all cost, conveyance laying in uniform layers base course on well prepared surface and compacting with<br>vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications<br>and directions of Engineer-in-Charge etc. complete | BI01010001010000000000000515BI0100001116 | 48 | cum |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 443 | cum |
| 6 | 1.05 | 2.22.2 : Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m | BI01010001010000000000000515BI0100001118 | 200 | sqm |
| 7 | 1.06 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001119 | 30 | hour |
| 8 | 1.07 | 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) | BI01010001010000000000000515BI0100001120 | 32.553 | cum |
| 9 | 1.08 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001121 | 7.8 | cum |
| 10 | 1.09 | 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 | BI01010001010000000000000515BI0100001122 | 4 | cum |
| 11 | 1.1 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001123 | 32.8 | sqm |
| 12 | 1.11 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001124 | 511 | sqm |
| 13 | 1.12 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001125 | 89 | sqm |
| 14 | 1.13 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001126 | 12 | sqm |
| 15 | 1.14 | 5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001127 | 50 | metre |
| 16 | 1.15 | od40755/2019_2020 : 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. \rAll work upto plinth level | BI01010001010000000000000515BI0100001128 | 96.825 | cum |
| 17 | 1.16 | 4.5.1 : Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 ( 1 cement : 3 coarse sand), cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001129 | 1.05 | cum |
| 18 | 1.17 | 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 | BI01010001010000000000000515BI0100001130 | 14700 | kilogram |
| 19 | 1.18 | 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 | BI01010001010000000000000515BI0100001131 | 9 | cum |
| 20 | 1.19 | od58176/2018_2019 : Supplying and fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60 mm using 18 G (1.2mm thick CRCA) sheet and shutters made of section 75 x 30 cm for oyter styles and horizontal members and then inserted with enclosed and stiffned sheet 26 CR as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, but hinges etc. complete | BI01010001010000000000000515BI0100001132 | 2.7 | sqm |
| 21 | 1.2 | 10.6.1 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover | BI01010001010000000000000515BI0100001133 | 6.25 | sqm |
| 22 | 1.21 | 10.7 : Providing and fixing ball bearing for rolling shutters.Providing and fixing ball bearing for rolling shutters. | BI01010001010000000000000515BI0100001134 | 2 | no |
| 23 | 1.22 | 10.9 : Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured).Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured). | BI01010001010000000000000515BI0100001135 | 2.5 | sqm |
| 24 | 1.23 | 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 | BI01010001010000000000000515BI0100001136 | 1282.5 | kg |
| 25 | 1.24 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001137 | 87 | sqm |
| 26 | 1.25 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001138 | 663.75 | sqm |
| 27 | 1.26 | od57833/2018_2019 : Water proof plastering with cement mortar 1:4 (1 cement :4 fine sand ) 12mm thick plasyer finished with a floating coat of neat cement mixed with water proofing compound of Dr. Fixet pidifin 2k @ 2kg/m2 of mix floated hard and trowedlled smooth including all labour, material, conveyance charges etc. complete | BI01010001010000000000000515BI0100001139 | 309 | sqm |
| 28 | 1.27 | od57785/2018_2019 : White cement washing for one coat including all labour, material, conveyance charges etc complete. | BI01010001010000000000000515BI0100001140 | 44 | sqm |
| 29 | 1.28 | 13.85.3 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre | BI01010001010000000000000515BI0100001141 | 85 | sqm |
| 30 | 1.29 | od57786/2018_2019 : painting ready mixed anti fungal apex paint of approved quality as specified with priming coat after rubbing with sand paper cleanig and surface including all labor, material, conveyance charges etc. complete. | BI01010001010000000000000515BI0100001142 | 85 | sqm |
| 31 | 1.3 | 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 | BI01010001010000000000000515BI0100001143 | 44 | sqm |
| 32 | 1.31 | 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 | BI01010001010000000000000515BI0100001144 | 25 | sqm |
| 33 | 1.32 | 50.18.9.8.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2 | BI01010001010000000000000515BI0100001145 | 20 | metre |
| 34 | 1.33 | 50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | BI01010001010000000000000515BI0100001146 | 5 | no |
| 35 | 1.34 | 50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 | BI01010001010000000000000515BI0100001147 | 30 | metre |
| 36 | 1.35 | 50.18.9.10.1 : Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2 | BI01010001010000000000000515BI0100001148 | 50 | metre |
| 37 | 1.36 | 50.18.9.14.1 : 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 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001149 | 10 | metre |
| 38 | 1.37 | 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.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. | BI01010001010000000000000515BI0100001150 | 897.125 | kg |
| 39 | 1.38 | od58154/2018_2019 : Steel work in single sections tubular hot finished welded type tubes (round ,square or rectangular hollow tubes etc.) purlins etc.including cutting ,hoisting ,fixing in position and applying a primer coat of approved steel primer ,including welding and bolted with special shaped washers etc .complete. | BI01010001010000000000000515BI0100001151 | 155 | per kg |
| 40 | 1.39 | od58155/2018_2019 : Roofing with G.I hard colouur powder coated traffod sheets 0.5 mm thick or nearest available thickness with overlaps of 150 mm at ends and GI hook or crank C.I. bolts and nuts including plain washers and bitumen washers etc complete | BI01010001010000000000000515BI0100001152 | 80 | sqm |
| 41 | 1.4 | od58156/2018_2019 : Ridge capinging with pre painted galvenised steel sheets 0.5 mm thick 60 cm wide including all cost and materials, conveyance, labour charges etc. complete. | BI01010001010000000000000515BI0100001153 | 20 | metre |
| 42 | 1.41 | od58157/2018_2019 : Supplying and fixing 200mm dia PVC half cut section with brackets at the end of sheet or tiled roof for rain water collection including all cost and materials, conveyance, labour charges etc complete | BI01010001010000000000000515BI0100001154 | 15 | metre |
AI Tender Summary
Tender Timeline
Oct 26, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 08, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 12, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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