Construction Of Workshed At Madapally In Kozhikode District
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Bid Submission
09 Feb 2021
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EMD
50000
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2500
Non-refundable
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Online
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Competition Type
NCB
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Location / State
Madapally in Kozhikode District → Kerala
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Not Available
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Project Description
Construction Of Workshed At Madapally In Kozhikode District
BOQ
| Name of Work: Construction of Workshed at Madapally in Kozhikode District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX-A | |||
| 2 | 1.01 | 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 50m outside the periphery of the area cleared. | 340 | m2 | |
| 3 | 1.02 | 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. | 55.8 | m3 | |
| 4 | 1.03 | 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 mm nominal size). | 6.67 | m3 | |
| 5 | 1.04 | 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) ( D S R 5.1.2 . ) | 5.64 | m3 | |
| 6 | 1.05 | 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). ( D S R 5.3. ) | 11.3 | M3 | |
| 7 | 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars. | 1745 | Kg | |
| 8 | 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. ( D S R 5.9.3 ) | 9.1 | m2 | |
| 9 | 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. ( DSR 5.9.5. ) | 79 | m2 | |
| 10 | 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. ( D S R 5.9.6. ) | 10.8 | M2 | |
| 11 | 1.1 | Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges ( D S R 5.9.19 ) | 47.5 | M2 | |
| 12 | 1.11 | 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 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand). | 47 | m3 | |
| 13 | 1.12 | Dry rubble masonry with hard stone in foundation and plinth including cost of all materials, labour etc upto plinth level | 4.3 | M3 | |
| 14 | 1.13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 55.8 | m3 | |
| 15 | 1.14 | Filling earth cut and conveyed from available sources in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (modified the item 2.25 with 16.3.9) | 37 | m3 | |
| 16 | 1.15 | 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 mm nominal size). | 16.6 | M3 | |
| 17 | 1.16 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20 cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete. ( OBSERVED DATA BUILDING 50.6. 1.4. ) | 0.85 | M3 | |
| 18 | 1.17 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20 cm or nearest available size confirming to IS 2185 part I of 1979 for Super Structure Up to Floor 2 level with thickness 20 cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete ( Observed Data Buildings 50.6.1.5. ) | 52.7 | m3 | |
| 19 | 1.18 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | 603 | m2 | |
| 20 | 1.19 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster ( D S R 13.9.1. ) | 40.5 | m2 | |
| 21 | 1.2 | Add for Plaster drip course / groove in plastered surface or moulding to R.C.C. projections. ( D S R 5.30 ) | 80 | m | |
| 22 | 1.21 | Pointing on stone work with cement mortar 1:3 ( 1 cement: 3 fine sand) : ( DSR 13.33.1 ) | 48 | m2 | |
| 23 | 1.22 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except White, Ivory, Rey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4(1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete. | 217 | m2 | |
| 24 | 1.23 | Providing and fixing Ist 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | 11.6 | m2 | |
| 25 | 1.24 | 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). ( D S R 13.46.1. ) | 362 | m2 | |
| 26 | 1.25 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work. ( D S R 13.42.1. ) | 320 | m2 | |
| 27 | 1.26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. ( D S R 13.61.1 . ) | 210 | m2 | |
| 28 | 1.27 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size). ( D S R 10.11.1. ) | 600 | Kg | |
| 29 | 1.28 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with : 4.0 mm thick glass panes. ( D S R 10.30.1. ) | 42 | m2 | |
| 30 | 1.29 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. ( D S R 10.5.2 ) | 12.25 | m2 | |
| 31 | 1.3 | 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 steel windows by welding (D S R 9.48.1 ) | 427 | KG | |
| 32 | 1.31 | 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. ( D S R 10.2. ) | 210 | KG | |
| 33 | 1.32 | Steel work in built up 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. Hot finished welded type tubes ( D S R 10.16.1 ) | 3275 | Kg | |
| 34 | 1.33 | 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 gsm 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 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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. DSR 2016 12.50 | 321 | m2 | |
| 35 | 1.34 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 gsm 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm). | 33 | M | |
| 36 | 1.35 | Providing and fixing white vitreous china water closet squatting pan (Indian type) Orissa pattern W.C. pan of size 580x440 mm ( D S R 17.13.2. ) | 1 | no | |
| 37 | 1.36 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. ( D S R 17.7.2. ) | 1 | no | |
| 38 | 1.37 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 10 litre capacity - White ( D S R 17.18.1 ) | 1 | no | |
| 39 | 1.38 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore ( D S R 18.17.1 ) | 1 | no | |
| 40 | 1.39 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore ( D S R 18.17. 1 A ) | 1 | no | |
| 41 | 1.4 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal bore ( D S R 18.18.1. ) | 1 | no | |
| 42 | 1.41 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. ( D S R 18.48 ) | 500 | LTR | |
| 43 | 1.42 | Providing and fixing PTMT bib cock of approved quality and colour 15 mm nominal bore, 90 mm long, weighing not less than 93 gms ( D S R 18.54.4. ) | 3 | no | |
| 44 | 1.43 | Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating ( D S R 18.58.2.1. ) | 1 | no | |
| 45 | 1.44 | Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre 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 20 mm dia 12Kgf/cm2 - Internal work - Exposed on wall ( Observed Data Buildings 50.18.7.2.1. ) | 5 | M | |
| 46 | 1.45 | 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. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2 ( Observed Data Buildings 50.18.8.2.2. ) | 3 | M | |
| 47 | 1.46 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ( D S R 19.30.1.1. ) | 2 | no | |
| 48 | 1.47 | 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 10Kgf/ cm2- Internal work- Exposed on wall ( Observed Data Buildings 50.18.7.3.2. ) | 10 | M | |
| 49 | 1.48 | Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 ( Observed Data Buildings 50.18.9.3.2. ) | 15 | M | |
| 50 | 1.49 | 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 ( Observed Data Buildings 50.18.9.9.2. ) | 10 | M | |
| 51 | 1.5 | 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 ( Observed Data Buildings 50.18.9.17.2. ) | 3 | M | |
| 52 | 1.51 | 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 ( Observed Data Buildings 50.18.9.19.2. ) | 3 | M | |
| 53 | 1.52 | Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow ( Observed Data Buildings 50.18.9.20.3. ) | 2 | NOS | |
| 54 | 1.53 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow ( Observed Data Buildings 50.18.9.20.1. ) | 2 | NOS | |
| 55 | 1.54 | Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow ( Observed Data Buildings 50.18.9.22.1. ) | 2 | NOS | |
| 56 | 1.55 | Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes , including jointing with PVC solvent cement - 110 mm dia Door Elbow ( Observed Data Buildings 50.18.9.22.3. ) | 1 | NO | |
| 57 | 1.56 | Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee ( Observed Data Buildings 50.18.9.22.6. ) | 1 | NO | |
| 58 | 1.57 | Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl ( Observed Data Buildings 50.18.9.22.8 ) | 2 | NO | |
| 59 | 1.58 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance 0.1 mm), with wall thickness 2.0mm (0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-charge Extruded section profile size 48x40 mm | 5.06 | m | |
| 60 | 1.59 | Providing and fixing to Door Frame 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). | 1.58 | m2 | |
| 61 | 1.6 | Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 15 to below 25 flush capacity ( APPROVED OD LSGD 51.19.ST 2 ) | 1 | no |
AI Tender Summary
Tender Timeline
Feb 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 09, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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