Dr Yashwant Singh Parmar University Of Horticulture And Forestry Tender

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Dr Yashwant Singh Parmar University Of Horticulture And Forestry Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date5 Jul 2024
Closing Date19 Jul 2024
Tender Amount₹ 5,72,146 
Notes
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Costs

Description

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BOQ Items

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Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws with 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size etc. complete in all respect as per satisfaction of Engineer-in-charge. a) Second class teak wood

5.49

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Providing and fixing 2nd class teak wood 40mm into 12 mm wooden Chamfered moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete in all respect as per satisfaction of Engineer-in-charge.

95

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Providing and fixing fly proof galvanized MS wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm etc. complete in all respect as per satisfaction of Engineer-in-charge a). Second class teak wood beading 20 into 20 mm

15.81

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Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge.

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a). 125x65x2.12 mm

18

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Providing and fixing ISI marked oxidised / chromium plated M.S. sliding door bolts with nuts and screws etc. complete in all respect as per satisfaction of Engineer-in-Charge a). 300x16 mm (three hundred into sixteen milimetre)

6

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Providing and fixing ISI marked oxidized/ Chromium plated M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge

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a). 200x10 mm (Two hundred into ten milimetre)

12

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b). 150x10mm (One hundred fifty into ten milimetre)

6

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Providing and fixing ISI Providing and fixing ISI marked oxidized/ Chromium plated M.S. Handles conforming to IS:4992 with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge. conforming to IS:4992 with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge.

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a). 125mm(One hundred twenty five milimetre)

12

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b). 100mm(one hundred milimetre)

3

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Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS: 363 with necessary screws level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a)150 mm

6

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35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge. a)Non decorative finish (matt finish)

3.9

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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 etc. complete in all respect as per satisfaction of Engineer-in-Charge.

372.6

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40 mm (forty milimetre) thick Cement concrete flooring 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20mm (twenty milimetre)nominal size finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect as per satisfaction of Engineer-in-Charge.

50.18

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Providing and fixing 1st quality ceramic glazed floor tiles (Kazaria / Nitco / Oreintbell make) 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 dado over 12 mm thick bed of cement Mortar 1:3 (one cement: three sand) and jointing with grey cement slurry @ 3.3Kilogram per Square Metre including pointing in white cement mixed with pigment of matching shade etc. complete in all respect as per satisfaction of Engineer-in-charge.

66.42

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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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 etc. complete in all respect as per satisfaction of Engineer-in-charge. a) 0.63 mm thick with zinc coating not less than 275gm/m². (TATA/ JINDAL MAKE)

67.5

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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 Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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 etc. complete in all respect as per satisfaction of Engineer-in-Charge.(TATA/ JINDAL MAKE).

75.2

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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws etc. complete in all respect as per satisfaction of Engineer-in-Charge. (TATA/ JINDAL MAKE)

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a) Ridges plain (500 - 600mm)

36.8

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b) Barge board (Upto 300 mm)

24

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15 mm (fifteen milimetre thick) cement plaster on rough side of single or half brick wall of mix with cement mortar 1:6 (one cement: six sand) complete in all respect as per satisfaction of Engineer-in-Charge.

30.56

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Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. etc. all complete as specified and as directed by the Engineer-in-Charge.

1397.02

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. a). One or more coat on Old work.

1397.02

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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade etc. all complete as specified and as directed by the Engineer-in-Charge. a)Two or more coats on new work

25.28

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Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade etc. in all respect as per satisfaction of Engineer-in-Charge. a) One or more coats on old work

165.16

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade etc. in all respect as per satisfaction of Engineer-in-Charge.. a) One or more coats on old work

124.5

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Finishing walls with Acrylic Smooth exterior paint of Required shade etc. in all respect as per satisfaction of Engineer-in-Charge. a). Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface.

22.95

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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. a).With cement mortar 1:4 (one cement : four sand).

35.72

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Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. a) Sal wood battens

0.25

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Renewing glass panes, with wooden fillets wherever necessary complete in all respect as per satisfaction of Engineer-in-Charge. a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

8.4

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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

90

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Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.

12

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Demolishing cement concrete manually/by mechanical means including disposal of material within all leads etc. complete as per direction of Engineer -in–charge. a). Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

1.13

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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within all leads etc. all complete as specified and as directed by the Engineer-in-Charge a). For thickness of tiles 10mm to 25mm

49

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within all leads of etc. complete in all respect as per satisfaction of Engineer-in-charge. a) G.S. Sheet

81

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Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete all respect as per satisfaction of Engineer-in-Charge (frame work to be paid seperatately). a).6 mm thick Cement fiber board as per IS:14862

8.64

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Dismantling of wooden floors up all floor level including stacking of serviceable material and disposal of unserviceable material with in all leads and lifts (joists to be measured and paid for separately) complete in all respect as per satisfaction of Engineer-in-charge.

55.3

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Providing and fixing 20mm thick. 1st class kail wooden plank ceiling with planks over lapping each other and jointed with wood screws (frame work to be paid for separately) complete in all respect as per satisfaction of Engineer-in-charge.

55.3

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