Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jul 2024
Closing Date31 Jul 2024
Tender Amount₹ 52,80,000 
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of 45-63 mm to water bound macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification clause 405

194.06

583468

3006.6

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Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification G-3 including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification clause 405

194.06

594044

3061.1

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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including cleaning of road surface and spreading primer at the rate of 0.70 tl 1.00 kg/sqm Using mannual means. Clause 505

2587.5

131186

50.7

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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsing dristributor @ 0.25 to 0.30 kg. per sqm. on the preparedmdry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

2587.5

41917

16.2

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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and folling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat Technical sepecification Clauses 508

2587.5

380362

147

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and croos fall using type-C, as per Technical Specification clause 510

2587.5

128081

49.5

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Providing and laying Brick edging on both side of the painted surface with class-150 bricks 7.50 cm wide and 11.5 cm deep laid with mud mortar finished to required template in proper alignment & including dressing & ramming the excavated earth and also including cost of bricks, trade tax and all other taxes, labour, T&P etc. and also including maintenance of barriers, caution post, light at night etc. required for proper completion of the work as per direction of Engineer-in-Charge.

0.69

49540

71798

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350 mm dia NP-3 Hume culvert construction

2

95110

47555

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Rainforced cement concrete M15 grade kilomatre stone/ local stone of standerd diesign as as per IRC:8 fixing in positin including painting and printing, etc as per dwawing and Technical Specification Clause 1700(II) as per Data Book Item No. 10.10

2

4724

2362.47

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Rainforced cement concrete M15 grade kilomatre stone/ local stone of standerd diesign as as per IRC:8 fixing in positin including painting and printing, etc as per dwawing and Technical Specification Clause 1700 (III) as per Data Book Item No. 10.10

3

2041

680.35

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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR 2.8.1

78

14783

189.53

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Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.DSR 2.27

34.5

53349

1546.37

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Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR 4.1.8

13

64480

4960.03

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:1:4 (1 cement : 4 sand) DSR 6.1.1

26.91

144420

5366.8

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12 mm cement plaster of mix : 1: 4 (1 cement : 4 coarse sand) DSR 13.1.1

117

30443

260.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level with 1:2:4 cement C/Sand ,20mm s/gritt DSR 4.1.3

5.92

33931

5736.58

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Supply and lying brick soling layer on prepared sub grade with brick on end edinging according to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80- 100 km as per technical specification clause 412 as per PWD, SOR CH-4

330

214500

650



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