Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date24 Apr 2018
Closing Date29 Apr 2018
Tender Amount₹ 7,53,000 
Notes
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Costs

Description

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BOQ Items

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B.O.E. Soling As Per MORD 2.6d (i)

66

26400

400

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Excavation in Foundation in ordinary soil including lift upto 1.5 m as per S.I. No.-251

10.8

1242

115

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Concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all Materials labour and Tools and plants etc. required for the proper Completion of work. As Per S.I. No.-273

25.2

79632

3160

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Class 150 sub class A brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of aii matarials , labour and T&P etc required for the proper completion of the work As Per S.I. No.-305

14.9

67795

4550

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Providing and laying of interlocking i.e. concrete block pavement having thickness 80 mm including levelling and dressing of surface to required level and slope spreading and jopinting 50 mm thick local sand on bed filling joints with local sand etc. for proper completation of work as per drawing and technical specification clause 1504 (NS 12)

264

211200

800

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Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 F.M. including supply of all materials labour and T&P etc required for proper completion of work as per SI N 574

55.2

9660

175

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Sign Board

1

5350

5350

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Excavation in Foundation in ordinary soil including lift upto 1.5 m as per S.I. No.-251

19.64

2258

115

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Concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 8:4:1 in foundation and under floors including supply of all Materials labour and Tools and plants etc. required for the proper Completion of work. As Per S.I. No.-275

4.19

13240

3160

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Class 150 sub class A brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of aii matarials , labour and T&P etc required for the proper completion of the work As Per S.I. No.-305 A

6.84

31122

4550

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Providing and laying of 1000 mm dia HP NP3

7.5

37500

5000

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Class 150 sub class A brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of aii matarials , labour and T&P etc required for the proper completion of the work As Per S.I. No.-305 , 309

7.45

33897

4550

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Struck Pointing in 1:2 cement coarse sand as per SI No 574

34.95

6116

175

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Earthwork in cutting or in embankment ordinary soil (loam, clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork embankment to be in 20 cm layer including the ramming and dressing the surface to required leves slopes and also 1.5 meter lift and 30 mt lift and 30 mtr lead . The earth from cutting to be deposited as spoil bank with in 30 mtr distance as directed by the engineer incharges as per SI No. 253 (including royalty ) with cartaige earth but in the earth cartage from 1 km distance on kachha

216

42552

197

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laying of B.O.E. Soling As Per SI N. 762(b)

198

79200

400



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