Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date28 Sep 2020
Closing Date4 Nov 2020
Tender Amount₹ 1,17,68,717 
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Granular Sub-base with well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per Technical Specification Clause 401. (I) For Grading I Material

375

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4545.42

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Water Bound Macadam sub-base/base 2) WBM Grading 2 Using stone screening Type-B 11.2mm for Gr.2 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 static roller in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means

225

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6397.09

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Inter Locking Concrete Block Pavement : Providing and Laying intrlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504

3000

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1130

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Providing and fixing typical infornmatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick ,top and middle plate duly welded with MS flat iron 25mmX5m siz on back…middle plate by 47mmx47mm of 12SWG steel,600mm below ground level .the top most diamond......stove enameled on both side... arrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality ......two coats of apoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

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23925.96

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Providing Arbori Culture alongwith pavement.

160

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1022.13

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Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I ) Ordinary Soil -Manual Means (Without dewatering) ( i ) Upto 3.0m depth

144.25

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105.78

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

12.48

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7094.64

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plaster A) PCC Grade M15

30.6

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7544.82

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.Without plaster B) RCC Grade M20

17.19

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8641.98

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.Without plaster i)PCC Grade M15

7.56

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8135.22

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork.Without plaster ii)RCC Grade M20 up to hight 5.00m

14.18

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9141.36

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without plaster.

12.05

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9873.21

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

10.2

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2768.73

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Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including specing complete as per drawing and technical specifications

3.69

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86942.55

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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.

24

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236.16

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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.

7.2

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1425.57

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Routine Maintenance for 1st Year

0.8

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34572.83

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Routine Maintenance for 2nd Year

0.8

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39609.05

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Routine Maintenance for 3rd Year

0.8

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48666.67



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