Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date23 Feb 2024
Closing Date29 Feb 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

New Construction Work Of Link Road From Village Harduva Located In Vikash Khand Sarila To Village Chikashi

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

253.13

838704

3313.4

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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

253.13

851183

3362.7

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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

3375

138712

41.1

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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

3375

44550

13.2

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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

3375

481612

142.7

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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

3375

162000

48

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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.

0.9

73062

81181

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

1922.4

308737

160.6

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Construction of Hume Pipe Culvert -1 x100 mm dia

1

182519

182519

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350 mm dia NP 3 Pipe

7

387036

55290.95

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Mis. Item such as fixing of sign board etc.

1

15000

15000

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Laying of thurmoplast etc.

189

116802

618

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Supplying and fixing of Cat eye

32

10368

324

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Construction of RCC Posts/ Refrence Pillers of 150X150 mm M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts as per below details

4

2838

709.7

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Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Techinal Specification clause 1401.6, 1700 & 800 and as per Data Book item No.7.7

2

1849

924.5

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 900 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I)

10

20610

2061



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