Department Of School Education Tender

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Department Of School Education Tender

Opening Date15 Sep 2018
Closing Date1 Oct 2018
Tender Amount₹ 7,47,265 
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Costs

Summary

Bhujaripara High School Acr Construction

Description

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BOQ Items

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with carried earth sand or sandy soil supplied by the contractor including cost thre of floor.

28

11172

399.01

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Single brick flat solling of picked jhama bricks including ramming & dressing bed to proper level and filling joints with local sand.

18

5832

324

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Cement concrete with 30 mm down graded shingles excluding shuttering (a) 6 ;3:1 proportion In ground floor

7.92

26872

3393

... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree

31.58

149847

4745

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) than 4 m the equivalent floor ht shall be taken as per

55.13

11301

205

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b) super structure

169.29

55527

328

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M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor floor and @ 1.25 % for each addl. Floor above i. Grill werghing above 10 kg/Sq.m and upto 16kg/sq.m i. Grill weighing above 16 kg. sq.m and above

85.6

8577

100.21

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Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). a) 1st class Best Indian teak. d) Sal : Local.

0.28

20062

71907

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M.S clamp for fixing door and window frame made of flat bent bar, end bifurcated, fixed in cement concrete with stone chips ( 4:2:1) fitted and fixed complete as per direction Cost of cement concrete will be paid separately )

28

812

29

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Supplying Iron catch hook, including fitting an fixing complete

10

640

64

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Description of work/ supply materials

-

-

-

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Iron socket bolt of approved quality fitted and fixed complete

28

2156

77

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Iron Hps bolt of approved quality fitting an fixing complete with 16mm dia road with center bolt and round fitting 250 mm long

2

318

159

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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.

28

1204

43

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Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:

2

222

111

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Z battan shutter of door and wondow. As per design ( each panel consisting of single plank without joint) including fitting and fixing the same in position but excluding the cost of hinge and other fittings. 25 mm thick shutters with 19 mm thick

9.7

25375

2616

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Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor). i) with 4:1 cement mortar a) 20 mm thick plaslter ( out side) wall less d/w & opening

112.33

20331

181

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Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor). i) with 4:1 cement mortar a) 15 mm thick plaslter ( in side) wall less d/w & opening

89.35

14027

157

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Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor). i) with 4:1 cement mortar a) 10 mm thick plaslter ( Celling, Chajja)

65.5

8253

126

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. up to roof of ground floor/up to 4 m i) Tor steel /Mid steel I. SAIL/ TATA/RINL

2.48

185362

74743

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Brick work with 1st class bricks in cement mortar ( 1:4) a) In foundation and plinth

8.05

41650

5172

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125 mm Thick brick work with 1st class bricks in cement mortar ( 4:1) in ground floor. Wall less d/w 7 opening

100.69

67865

674

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White washing including cleaning and smoothening surface thoroughly b) Two costs ( on new works only)

350

6349

18.14

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Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly(i) Internal (all floors) b) Two coats

350

7535

21.53

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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary on the Timber surface i) one coats

31

1612

52

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On steel or other metal surface i) one coats

49

1225

25

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M.S Structural works in roof trusses with tubular sections connected to one another with bracket, gusset cleats as per design, direction of Engineer- in- charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS : 816 1956 & IS 9595 using electrodes of approved make and brand conforming to IS 814 - 1957 haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electordes, gas and hire charge of all tools and plants and labour required for the work including all indcidental charges such as etc. callculated weight of structural code in fininshed work made by adding the actual weight of such istems with weight of finished structural members the rates are consideed for a height of erection 8 m / 2 no floor level from the ground Add 1.5 5 extra over the rate for 8m cr part there of

0.18

13485

74920

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Galvanised corrugated iron sheet work ( excluding the supproting frame work) hitted and fixed with 10 mm dia Jor L hook -bolts. Limpet and bitumen washeres and putty complete with 150 mm end lap and one corrugation minimum side lap ( payment to be made on area of finished work ) (GCI sheet to be supplied by contrctor) (i) In Roof b) with 0.60 mm thick sheet

20.62

12763

619

5

35234

7046.8

1

7399

7399



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