Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2023
Closing DateCancelled
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Class M 150 sub class ''A'' Brick in 1:3 with cement and C sand in super structure with required cutting mulding and scaffolding etc complete As per SI No. 307,309

112.91

652619

5780

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R.C.C. Work in 1:2:4 with cement,coarse sand and 20 mm stone grit/c provided and fixing necessary centring and shutting and its removal but excuding cost steal and its cutting and binding Etc. Complete in Bed Block As per Si. No283

1.2

9750

8125

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R.C.C. Work in 1:1.5:3 with cement,coarse sand and 20 mm stone grit/c provided and fixing necessary centring and shutting and its removal but excuding cost steal and its cutting and binding Etc. Complete in Slab As pe Si. No 284A

13.32

117216

8800

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Plain cement in 1:2:4 with cement coarse sand 20 mm stone grit in wearing coat and grit in wearing coat and copling of Parapets As per Si. No. 279A

2.52

19404

7700

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M.S. Iron Work as reinforcement in RCC Work including cutting bending Wrought to required shape as necessary including binding for proper completion of the work As Per SI.No. 504

14.9

106535

7150

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Struck Pointing With Cement and fine sand mortar consisting one part of cement and two part of Fine Sand including supply of all materials labour T&P required for proper completion of the work As Per SI No. 574

144.76

27504

190

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12 mm thick plaster in cement & coarse sand in 1:3 with 3 mm neat cost finishing etc complete required for proper completion of the work .As Per SI No. 583 A

0.42

73

175

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Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and also including 1.5m lift & 30m lead including but top 30 to 50 cm including hire & fuel charges of road roller and water etc required for proper complition of the work as per direction of E/I of the work in as per SI No. 253

319.2

33516

105

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M-150 brick on edge laid in cement mortar consisting of one part of cement and 6 parts of fine sand,pointed with cement mortar 1:2 over and including 8 cm thick base concrete of brick ballast,fine sand and cement in 8:4:1 including supply of all material labour T&P Complete As pe SI No. 614

26.25

21787

830

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Brick Soling with Straight over burnt bricks/Ist Class bricks laid flat and dry including preparation of sub grade to prescribed camber and including supply of bricks, filling joints. With local earth spreading coat of one cm. (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface & including all materials, labour T & P etc. required for proper completion of the work. but with bricks laid on edge SI 762(b)

112.5

52706

468.5

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Running of 5 HP pupm for dewatering including arrangement of pump suction and delivery pipes and other accessories at site NS 7 Page no 84

245

26950

110

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Providing and fixing of 75mm dai PVC pipe for making weep hole work

12.8

1408

110

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Excavationof Foundation in odinary soil including lift 1.5 cm lead 3 cm removal and disposal of surphid earth as directed by E/L As per SI No. 251

30.29

3634

120

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Concrete with 40 mm Gauge stone Ballat, coarse sand and cement in proportion 8:4:1 in foundation and under floor Etc. As per SI NO. 281

39.1

239487

6125

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Cement concrete with RCC Work 1:1.5:3 foundtion and footing including cutting bending Wrought to required shape as necessary including binding for proper completion of the work As Per SI.No. 287A

25.74

196911

7650

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M.S. Iron Work as reinforcement in RCC Work including cutting bending Wrought to required shape as necessary including binding for proper completion of the work As Per SI.No. 504

30.91

221006

7150

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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100") distance in directed by the Ell. S.I. NO. 253

87

20184

232

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Black granite (polished) in slab 20mm thick DSR.11.51.1

311.09

746864

2400.8

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Providing and Fixing Shilyanyash/Inogration/ Sign Board including all complete work.

1

11202

11202.12



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