Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Dec 2023
Closing Date17 Jan 2024
Tender Amount₹ 8,25,651 
Notes
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Costs

Description

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BOQ Items

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Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification][Mode of measurement:The affected surface area of reinforcement shall be considered for payment]

18

16776

931.99

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Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.

125

13259

106.07

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Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification

75.13

81660

1086.92

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface)

75.13

27668

368.27

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Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. B Cement mortar (1:1) Grouting

325

53840

165.66

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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

40

42047

1051.17

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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.

125

15195

121.56

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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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 0-4m

64.24

27792

432.62

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4to 8m

1.54

699

454.08

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8to 12m

1.35

642

475.53

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Supplying. preparing and placement of ready mix non shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and jacketing of damaged R.C.C. members. The micro concrete should achieve a compressive strength not less than 10 Mpa after 24 hours. 40 Mpa after 7 days and 50Mpa after 28 days at 300C. It should have estrained expansion in between 1 to 4%. flexural strength shall not be less than 5MPaafter 28 days. Micro concrete should have a co-efficient of thermal expansion similar to that of the host concrete

0.75

45181

60240.72

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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 (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar(b) 20 mm thick plaster 0 to4 m

98.56

18912

191.88

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4 to 8 m

98.56

19382

196.65

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8 to 12 m

98.56

19851

201.41

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12 to16m

98.56

20321

206.18

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16 to 21 m

305

64340

210.95

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(ii) With 1:4 cement mortar (c) 10 mm thick plaster 16 to 21 m

166

24928

150.17

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(b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)

214.44

65681

306.29

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

214.44

8689

40.52

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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. 0 to 4 m

98.56

3688

3742.25

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4 to 8 m

98.56

3772

3826.87

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8 to 12m

98.56

3855

3911.49

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12 to 16 m

98.56

3939

3996.11

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16 to 21m

305

12446

4080.72

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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. 0 to 4 m

98.56

7870

79.85

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4 to 8 m

98.56

7954

80.7

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8 to 12m

98.56

8037

81.54

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12 to 16 m

98.56

8120

82.39

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16 to 21m

305

25388

83.24

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Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.

1

5662

5662.24

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Extra for high scaffolding in water tank for repairing, painting etc.

1

6943

6943.43

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Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials.

21.5

107799

5013.9

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Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate). 350 Dia

4

2136

533.93

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250 Dia

4

1568

392.1

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200 Dia

4

1130

282.46

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100 Dia

4

1049

262.2

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Welding in M.S. structural work with gas or electric: (a) Tack weld

30

322

10.73



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