Jammu And Kashmir State Sports Council Tender

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Jammu And Kashmir State Sports Council Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date16 Oct 2023
Closing Date25 Oct 2023
Tender Amount₹ 2,39,46,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in Position Cement Concrete of specified grade excl. the cost of centering, shuttering all work upto plinth level in1:2:4 mix (1 cement : 2 course sand : 4 graded stone agg. 20mm nominal size crushed aggregate).

75.24

495925

6591.25

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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 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 in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works plinth level excl. carriage up to site of work

194.49

1657083

8520.15

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Reinforcement for R. C. C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars .( All work at all levels complete.)

32090.85

3953592

123.2

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Structural steel work welded in built up sections trusses and framed work, including cutting, hoisting, fixing in position and applying of priming coat of approved steel primer complete in all respects..(All work at all levels complete.)

61455

8493081

138.2

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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

250

50000

200

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Providing form work including Centring ,shuttering , strutting, propping etc. using ply wood sheeting with water proofing ply board and removal of the same for ( All works at all levels complete.).- a) Foundations, footings, bases of columns etc. for mass concrete

215.03

61573

286.35

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b) Columns, pillars, piers, abutments, posts and struts etc

1311.6

824930

628.95

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c) Beams

562.56

324906

577.55

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d) Suspended floor

90.4

64925

718.2

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Filling available excavated earth (excluding rick) in trenches plinth, sides of foundation etc. layers not exceeding 20Cm in depth, consolidationg each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

87.43

19094

218.4

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Supplying and filling in plinth with fine sand under floors including watering, ramming consolidating and dressing complete

313.42

377514

1204.5

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Excavating, supplying and filling of local earth (including royalty)by mechanical transport up to a lead of 5 km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

672.45

185999

276.6

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Brick masonry with FPS bricks of class designation 75 in super structure up to floor V level in cement mortar 1:6 (1cement: 6 cement coarse sand). complete in all respects

72.13

651131

9027.2

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Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made (As per Sample)

64.13

492996

7687.45

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Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (As per Sample)

13.38

138221

10330.45

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Providing and fixing 20 mm thick T&G planks made of imported wood (New zealand pine or equivalent) on wood work in false ceiling, wall/wall partitions sawn and put up in position ( budloo wood Ceiling Joists of 50 mm x 65 mm in sections placed @ 600 mm C/C both ways or as required at site). including cost of necessary adhesive & cost of nails etc. all complete upto floor 5 level as per the directions of Engineer-in-charge (including cost of all material, leads, lifts and carriages etc upto site of work complete).(For panelling /Ceilings/Soffits etc.)

87.42

174840

2000

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Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position Budloo / Fir wood

0.97

39294

40509.4

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Providing and fixing planed eves boarding of Ist class kail wood (250 x 32 mm ) N/S with necessary grooves and chamfer as per detailed drawing / as per the directions of Engineer In charge

114.71

80589

702.55

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Providing and fixing ornamental/decorative Columns made up of sprous wood complete with necessary grooves and chanfer as per detailed drawing/ as per the directions of consultant inclusive of melamine polishing and other finishes as required, all complete as per directions of Consultant (150mm Dia)

33.54

100620

3000

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Providing and fixing precoated galvanized iron high profile sheets Crill make or equivalent (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 (5.5x 55 mm) with EPDM seal, complete uptoany pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (0.50 mm thickness )

1147.16

1376592

1200

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Providing and fixing precoated galvanised steel sheet roofing accessories0.50 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 complete (Ridges /Valleys etc. plain (500 - 600mm)

41.25

20983

508.7

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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 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.(600 x 600 mmm)

247.96

345929

1395.1

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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 13753 of minimum thickness 6 mm of approved make like NITCO, ORIENT, SOMANY KAJARIA or equivalent make in all colours, shades except begundy, bottle green, black of any size as approved by the 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. sample to be approved by Engineer-in-charge. Size if Tile 250 x 350 mm. (including cost of all material, leads, lifts and carriages etc upto site of work complete).

101.86

125196

1229.1

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Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement@ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement compound @ 0.126 kg/sqm. This layer will be allowed t air cure for 4 hours followed with water curing of 48 hours. The rate includes preparation of surface, treatment and sealing of all joints ,corners, junctions of pipes and masonry with polymer mixed slurry.

50.3

24400

485.1

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Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding 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 ,including fixing the railing with necessary accessories and 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.).

12.2

9195

753.75

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Providing and fixing Aluminium Composite Powder coated sheet cladding as per drawing, using Shree Narmada Aluminium mill finish rectangular Vertical tube size - 50x150x2mm having wt. 2.13kg/m & horizontal square tube size 50x50x2mm having weight 1.043 kg/m including 4mm thick aluminium composite panel sheet with 0.5mm aluminium foil thickness, backer rod, & the periphery of cladding panel shall be sealed with weather Silicone of Dow Corning/Walker make, necessary screws & hardware etc., including 5 mm thick toughened glass complete in all respect, as per the directions of engineer in charge

481.58

2648690

5500

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Making plinth protection 50mm thick of cement conc. 1:3:6 (1 cement: 3 coarse sand : 6 graded stone agg 20mm nominal size) over 75mm bed of dry stone agg. 40mm nominal size well rammed and consolidation and grouted with fine sand incl. finishing the top smooth.

83.92

48069

572.8

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Carriage of materials from source to site of work by mechanical transport/ head load if any and for any unforseen items complete as per the site requirements a) Sand/ Aggregate Average lead 10 kms

821.2

229147

279.04

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b) Bricks Average lead 10 kms

35972

26619

0.74

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Providing of structural and Geo Tech investigation Consutancy services. The scope of work includes soil investigation/ Geotechnical investigation. ETS Maping complete if required at Site, prepration of structural drawings, and vetting of structural drawing by any third party. Any other service not specially mentioned here but required for the proper and successful completion of the project shall be proposed and designed at no extra cost Structure should be designed on latest version of STAAD-PRO taking into account of latest Earthquake IS Code available as per the approved drawings and site conditions.

1

119000

119000



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