Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies Tender

Works
Eprocure
Opening Date2 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 3,75,211 
Notes
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Costs

Description

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BOQ Items

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12mm thick plaster in 1:3 cement & C/Sand mortar all complete. S. I. NO. 583

544.99

190

103548.1

... More
P&A white cement base putty of average thickness 1mm all complete S.I.NO. D.S.R. 13.80

433.23

98

42456.54

... More
Finishing walls with premium acrylic smooth exterior paint for all complete work S.I.NO13.47.1 same as item no-05

433.23

123

53287.29

... More
Supply and fixing of murga jali all complete works S.I. NO.13 (iii) on Roof

111.76

48

5364.48

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E/W. excavation in foundation in ordinary soil including filling lift upto 1.5 mtr and lead upto 30 mtrincluding filling ,watering and ramming of excavated earth into the trenches etc all complete S.I.No. 251

1.59

125

198.75

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P/L. P.C.C. 1:6:12 in cement,f/sand,40 mm. B/B including supply of all materials,labour and T&P etc. requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all complete S. I. No. 273

0.85

3950

3357.5

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First Class 150 bricks work in 1:4 cement &C/Sand mortar all complete. S. I.NO. 305 ( b )

3.17

5390

17086.3

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Providing and laying Cement concrete 1:2:4 in cement , c/sand, 20 mm s/grit including supply of all materials. Labour and T&P etc. Requaried for proper completion of the work and curing complete also including cost of formwork in foundation and floors all coplete S.I No.279 (b)

0.42

7850

3297

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Construction of granular sub-base by providing well graded material ,spreading inuniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with smooth wheel roller to achieve the desired density ,complete as per Technical Specification Clause 401.

4.25

3650

15512.5

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Construction of un-reinforced dowel joints at expansion and costruction joint oniy ,plain cement cocrete pavement thickness as per design over a perroared sub base with 43 Grade cement or any othr type as per claus 1501.2.2 M 30 (Grade) course and fine aggregates conforming to IS .383. maximum size of course aggregate not exceeding sealant dowl near approaches to bridge/culvert and costruction joints,curring compound (where specified )and water finishing to lines and grade as per drawing and technical specification 1501

5.31

9070

48161.7

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S/F Sign board at site all complete

1

5000

5000



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