Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure

Opening Date

17 Jun 2019

Closing Date

22 Jun 2019

Tender Amount

₹ 1,31,77,876 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Contact

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BOQ Items

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Foundation concrete 1:5:10 with cement fine sand and 40 mm brick balast in all compelte as per PWD SI.NO. 274

15

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3100

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Construction of granular sub-base (GSB) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

771.76

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3698.3

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in stages to proper grade and camber, applying and brooming, screening /binding to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (45-63 MM) as per Technical Specification Clause 405.

542.56

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5088.9

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Providing, laying, spreading and compacting stone aggregates of specific sizes 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, screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (22.4-53 MM) as per Technical Specification Clause 405.

484.21

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5023.6

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Brick edging on both side of the road with Straight overburnt bricks 8 cm. wide and 12 cm. deep laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge.

1.68

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67000

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Class -150 brick work 1:4 cement and C/sand of fineness modulus mortar in foundation and plinth including supply of all materials labous and tools and plants etc. required for proper completion of work. As per si. No. 305b

46

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4400

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502

6456.1

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31.6

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Providing and applying Tack Coat with bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 (ii).

6456.1

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11.2

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. Case - II By Mechanical Means

6456.1

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186.6

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510, Case - III By Mechanical Means

6456.1

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59.2

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Construction of un-reinforced , dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design , over a prepared sub base , with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (grade), coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm , mixed in a concrete mixer of not less than 0.2 mm cum capcity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork ( steel channel, laying and fixing iof 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreding the concrete with shovels, rakes, complacted using needle, etc complete as per drawing and technical specification Clause 1501

90

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10462.5

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Supply & fixing of Rubber mouled 80 mm thick Zig- Zag shape 250x125 mm size mechnically compressed interlocking C.C. block as per directed by Engineer-in-charge

500

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875

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Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause

1706.1

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100.1

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Constrution of hume pipe culvert including supply of all material , labour T & P etc complete as per direction engineer-in- charge.

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-

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600 mm dia

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-

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900 mm dia

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600 mm dia

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Earth work in excavation in foundation in ordinary soil (loam clay or sand) SI.N0. 251

136.26

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110

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Concrete with 4 cm. Gauge stone ballast , C/sand, cement in proportion 8:4:1 in foundation and floors as per si.no. 281

9.08

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6100

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Supply and laying dry brick ballast (OBB) under and half round of the pipe.

35.66

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1000

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M 15 brick work in 1:4 one cement and four coarse sand morter including supply of all materials , labour & tool & plants etc. required for proper competion of work. S.I. no. 305b

39.08

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4400

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Supply & laying of 600 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

82.5

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2214

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Supply & laying of 900 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

7.5

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4416

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Struck cement pointing in 1:2 cement & fine sand motar including supply of all material , labour and T & P etc, required for proper competion of the work. SI.NO. 574

99.82

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129

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12 mm thick in 1:2 cement and coarse sand plaster asper SI.NO. 583

2.45

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170

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Finishing walls with water proof cement paint as per SI.NO. 660

99.82

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48

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Reinforced cement concrete M 15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing , etc as drawing and technical specification clauses 1703

2

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2704.9

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Reinforced cement concrete M 15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing , etc as drawing and technical specification clauses 1703

16

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660.42



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