Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date15 Sep 2020
Closing DateCancelled
Tender Amount₹ 1,06,22,987 
Notes
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Description

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BOQ Items

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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

430.31

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4166.98

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Water Bound Macadam sub-base/base 2)WBM Grading 3 Using stone screening Type-B 11.2mm for Gr.3 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

258.19

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6078.21

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Providing and laying interlocking concrete block pavement including carriage having thickness (Excluding Edge restrain) (a) 80mm as per IS 15658 2006 (Compressive strength 40N/mm sq.

3442.5

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1130

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 801 '600mm equilateral triangle

8

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3637.36

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600mm Circular.

4

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4690.36

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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

1.8

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14963.2

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Utility Shifting

1

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61500

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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.

224.94

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125.46

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Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M- 10

13.34

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6471.77

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II) PCC Grade M15

45.13

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6255.29

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IV) RCC Grade M20

13.45

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7513.95

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Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. I) PCC Grade M15

15.36

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6616.17

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III) RCC Grade M20, Height upto 5.0m

18.34

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7947.03

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Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5 I) RCC Grade M20

9.35

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8607.18

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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.

8

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2948.31

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

3.5

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69268.93

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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.

32

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144.77

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

9.8

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1938.48



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