Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date1 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 11,73,000 
Notes
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Costs

Description

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BOQ Items

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R.C.C. work with cement approved coarse sand and 2cm (3/4") guage approved stone grit in the proportion of 1:2:4 in lintel of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.

0.94

8640

8121.6

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Earth work in cutting or in embankment ordinary soil,excavation to be in the regular pits not exceeding 0.5m In depth and earthwork in embankment to be in 20cm.Layers,including ramming and dressing the surface to required levels & slopes & also including

47.45

165

7829.25

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R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone ballast in the proportion of 1:1.50:3 in the Columns excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I.binding

13.49

9070

122354.3

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R.C.C. work with cement approved coarse sand and 2cm (3/4") guage approved stone grit in the proportion of 1:2:4 in lintel of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.

2.61

8640

22550.4

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M-150) First class Brick work in 1:4 cement and coarse Sand of 2.25 F.M. mortar in super -structure inculding necessary cutting and moudling of bricks as required and including honey comb brick work thickness of one brick wall supply of all materials, Labour T & P etc. required for proper completion of work as per S.I. No.305+309+310(6200.00-20%=4960.00)

7.97

4960

39531.2

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R.C.C. work with cement approved coarse sand and 2cm (3/4") guage approved stone grit in the proportion of 1:1.5:3 in the slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24B.W.G.G.I. binding wire a

9.03

9045

81676.35

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Mild steel or iron in plain work such as reinforced concrete or reinforced brickwork (when not including cutting and bending of bars in required shape and size as per SI No. 504

28.04

8870

248714.8

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12 mm thick Plaster 1:4 cement fine sand morter over Brick work minimum thickness not to be less than (3/8") 10mm thick including supply of all materal,labour T&P etc.required for proper complition of the work as Per SI No.584

164.4

180

29592

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2.5cm. 1:2:4 plane Cement concrete floor with cement, approved coarse sand 2cm graded approved stone grit, supply of all materials, labour and T&P etc.required for proper completion of the work. As per SI No. 601(a)

27.53

305

8396.65

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Finishing of walls with waterproof cement paint three coat over new surface as per SI No. 660 &661

118.53

91

10786.23

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Distemper two coat oil bound distemper of approved brand manufacture and required on decorated wall surface to give an even shade including priming coat with cement primer SI.NO 649+650.

135.81

106

14395.86

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S/F of 3.15mm thick & 2.2cm wide i/c all glass strip As per SI No. 631(a) @2.0Rm /sqm. For 25mm thick floor item No 631(a)

55.06

35

1927.1

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Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 F.M. on brick work including supply of all materials labour and T&P etc.required for proper completion of work. AS PER SI.NO 574

5.64

445

2509.8

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Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30 mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of interlocking tiles leveling and dressing of surface to required level a

5.64

235

1325.4

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Supply of Informatory M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm

120

875

105000

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Supply of Informatory M.S. Sign. Board Size 1200x900mm made of 18 gauge M.S. Sheet fixed in ISA 40x40x5 mm. frame by flat iron 40x5mm. on all four sides along with two vertical post of 2150mm. long from bottom to frame of angle iron 40x40x5 mm. with 150mm

1

4800

4800

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Excavation in foundation (with royalty Rs.14.00) SI No.251

4.71

195

918.45

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up to 5m

5

74

372.5

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5m to 15m

10

83

830

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15m to 25m

10

91

910

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25m to 35m

10

99

995

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35m to 50m

15

107

1612.5

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Testing of boring to create adequate cavity

5

35

175

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P/F 100mm MS LC pipe

25

241

6025

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P/F 6 kgf/sqcm pvc pipe 100mm dia I.S.I.mark ( Lko. S.O.R.SI No.33 Lett.No.4739 Dt.29.4.08) SI.No.-730

24

310

7440

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P/F 6 kgf/sqcm pvc strainer, 100mm dia ( Lko. S.O.R.SI No.33 Lett.No.4739 Dt.29.4.08) SI.No.-730

12

310

3720

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P/F 500 micron nylon mesh (Sanction Est.No. 1 Dated 3.6.04)

12

12

144

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P/F solvent cement solution (Sanction Est.No. 1 Dated 3.6.04)

0.25

97

24.25

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P/F Nylon Rope (Sanction Est.No. 1 Dated 3.6.04)

1

100

100

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P/F of 1H. P. Crompton Greaves heavy dyuty, factory fitted ISI marked submersible pump (Sanction rate S.E.R.E.D.Bly)

1

12500

12500

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P/F of panel for 1 H. P., factory fitted,, Submersible pump ISI marked with starter. (Marked Rate)

1

2050

2050

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P/F of Submersible copper wire, 3 quire (Marked Rate)

35

40

1426.25

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P/F of 32mm dia GI pipe (B Class) SOR Dated 20.5.2013

34

167

5678

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P/F of Kent Submersible cable grade 1100V ISI marked

35

26

924

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P/F of 32 mm dia,5cm thick & 30 cm long MS Clamp

5

60

302.5



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