Asansol Durgapur Development Authority Tender

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Asansol Durgapur Development Authority - ADDA Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date15 Sep 2023
Closing Date29 Sep 2023
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound in conformity with the municipal corporation rules for such disposal loading into truck and cleaning the site in all respect as per direction of E.I.C

11.36

1885

166

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Earth work in excavation of foundation trenches or drains, in all shorts of soil (including mixed soil but excludinglaterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 meter as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1.50 M .

63

7514

119.27

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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation foundation.

63

4885

77.54

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Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

75

48064

640.86

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

172

55728

324

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Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering & reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety.

23

107152

4658.81

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Hire and labor charges for shuttering with centering and necessary staging upto 4m 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) 25mm to 30mm thick wooden shuttering without staging in foundation. For the work in foundation (PCC side and column raft sides)

90

18450

205

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Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth .

9.5

45714

4812

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Brick work with 1st class bricks in cement mortar (1:6) In superstructure, Ground Floor

19.75

99441

5035

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Brick work with 1st class bricks in cement mortar (1:6) In superstructure, First Floor

8.5

43741

5146

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Hire and labor charges for shuttering with centering and necessary staging upto 4m 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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. Ground Floor.

145

52635

363

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Hire and labor charges for shuttering with centering and necessary staging upto 4m 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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. First Floor.

70

26670

381

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Ordinary cement concrete ( mix 1:1.5:3) with graded stone chips ( 20 mm nominal size) excluding shuttering & reinforcement if any.Pakur Variety ground Floor

31

160246

5169.25

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Ordinary cement concrete ( mix 1:1.5:3) with graded stone chips ( 20 mm nominal size) excluding shuttering & reinforcement if any.Pakur Variety First Floor

8

42114

5264.25

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Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m)

230

13800

60

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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) cuttings 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. Tor steel/Mild steel, For the work in all Floor . SRMB/Elegant Steel/Captain/Balaji Shakti/Hexa/Rungata Steel/Adhunik/Super Shakti/Saluja Gold/Rasmi TMT/Sel/Sel Tiger

3.8

214681

56495.09

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Supplying and laying polythene sheet (150gm/sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

135

3240

24

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Labour for Chipping of concrete surface before taking up Plastering work.

210

4410

21

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Plaster (to wall,floor,ceiling, etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (excluding cost of cheaping over concrete surface where necessary) . 10 mm thick (1:4) plaster . Ground Floor

220

27060

123

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Plaster (to wall,floor,ceiling, etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (excluding cost of cheaping over concrete surface where necessary) For the work in all Floor . 15 mm thick (1:6) plaster Groundt Floor

165

22440

136

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Plaster (to wall,floor,ceiling, etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (excluding cost of cheaping over concrete surface where necessary). 20 mm thick (1:6) plaster Ground Floor

115

17825

155

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Neat cement punning about 1.5 mm thick in wall, dado,window sills, floor, etc. Cement 0.152 cum per 100 sqm

38

1292

34

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M.S gate of jail type as per approved design made of strong M.S frame work, intermediate stiffners and round / square bars or angles.M.S.sheet ( not less than 14 gauge) gussets, cleats etc including necessary riverting, bolting, welding , locking and hanging arrangements, fitting & fixing complete as per direction of the Engineer- in- charge.

475

47927

100.9

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. Two Coat.

385

17363

45.1

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.Normal Acrylic Emulsion. (Two Coat )

385

25795

67

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White washing including cleaning and smoothening surface thoroughly.All floors :Three coats (on new works only).

85

1700

20.01

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Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).In Roof:- ) With 0.5 mm thick sheet

260

232960

896

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Aluminium sheet ridging fitted with self tapping screws,EPDM washers etc complete.(Minimum 225mm end lapping). 300 mm lapping each way.With 0.91 mm shee

14.55

6911

475

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M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected 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- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. For Roof truss works. Span up to 12 Mtr

3.1

226148

72951

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Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.20 mm dia bolt. 600 mm long

40

7640

191

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Labour for assembling, hoisting, placing, fitting & fixing tubular roof trusses.Above 9 m to 12 m span.

4

8112

2028

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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

200

5800

29

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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 steel or other metal surface :With super gloss (hi-gloss) -Two coats (with any shade except white)

200

15800

79

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.35 mm. thick

190

61370

323

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Construction of Plaque with Brickwork Structure providing letters embossed over Granite Board (900 mm x 1200 mm) & fixing it, Plastering , painting etc complete at site as per drawing , specification and direction of the Executive Engineer

1

10417

10417

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G S T As applicable @ 18% on total work done value ( SL NO. - 1 to 38 )

1

305509

305509.22

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Labour Welfare Cess @ 1% on total work done value including G S T ( SL NO. - 1 to 39)

1

20027

20027.83



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