Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date14 Nov 2024
Closing Date30 Nov 2024
Tender Amount₹ 2,53,000 
Notes
Download

Costs

  • EMD

    ₹ 5,060
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 295

Description

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Single under reamed piles of specified diameter and length below pile cap. Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, cement concrete and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : Note: - The minimum grade of concrete to be used for piling shall be M-20 and the minimum cement content shall be 400 kg/m3 in all condition. 20.10.1 250 mm diameter piles

15

516

7740

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RCC upto plinth. Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level : 5.1.1 M 20 Grade concrete.

2.27

6153

13967.31

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Brick work with well burnt open bhatta bricks, crushing strength not less than 25kg /sqcm and water absorption not more than 20% in Super Structure above plinth level and upto floor two level i/c curing etc. complete. 6.6.2 Cement mortar 1:6 (1 cement : 6 sand).

5.66

4350

24621

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RCC in beams, floors, staircases etc. Reinforced cement concrete work in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M 20 Grade Concrete.

3.57

6541

23351.37

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Reinforcement. Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars.

280

78

21840

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Extra for water proofing material in plaster. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

5

79

395

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Centering and shuttering including strutting, propping etc. and removal of form work for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete up to plinth level.

23.22

190

4425.73

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12 mm cement plaster. 12 mm cement plaster of mix: 13.1.2 1:6 (1 cement : 6 sand)

72.94

160

11670.4

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15 mm cement plaster. 15 mm cement plaster on rough side of single or half brick wall of mix : 13.2.2 1:6 (1 cement: 6 sand)

28.3

168

4754.4

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Steel work in built up tubular trusses/frame. Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.14.1 Hot finished welded type tubes.

211.62

117

24759.54

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Precoated G.I. profile sheets. 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 gsm 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 while 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 55mm) 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.

59.4

652

38728.8

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C.C. upto plinth level. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)

5.8

3808

22086.4

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Vitrified floor-tiles full body skirting, riser Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete. 11.77.1 In light colour and shades 600x600mm thickness 9-10mm

33.75

940

31725

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Flush door shutters non-decorative type 1st class hard wood and well matched teak 3 ply. Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters of such as duro board, century or equivelant make. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

1.9

1622

3081.8

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Structural steel work built up sections. 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 all complete.

40

69

2760

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Removing dry or oil bound distemper. Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

134.79

6

808.74

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Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.metres and under including cutting the patch in proper shape, raking out joinjts and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead : 14.1.1 With cement mortar 1:4 (1 cement : 4 sand)

18.94

180

3409.2

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Painting wall with plastic emulsion paint (Old work). Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work.

268.97

41

11027.77

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Painting with synthetic enamel paint (Old work). Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work.

27.86

35

975.1



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