Rural Development And Panchayat Raj Department Tender

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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Formation Of Road From Veerapur To Tavargera (3.10 Km) In Sindhanur Taluka Of Raichur District [under Flood Damage Works For The Year 2020-21] in Raichur, Karnataka, with an estimated contract value of Rs. 1,32,71,723. The bid opening date for this tender is 26-10-2021 and the last date for bid submission is 10-11-2021. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development And Panchayat Raj Department - RDPR Tender

Opening Date26 Oct 2021
Closing Date10 Nov 2021
Tender Amount₹ 1,32,71,723 
This is an estimated amount, exact amount may vary.
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BOQ Items

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structrures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

1240

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48174

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Construction of subgrage 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 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

1143.9

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402366.82

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

1240

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443982

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Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then complacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

1162.5

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15868.12

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Reinforced cement concrete M15 Grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 ii) Ordinary Kilometer Stone (Precast) with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

3

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7087.5

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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 - 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Porosity with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

11850

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647010

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Providing and fixing of typical Logo board as per specifications and drawing. Two MS Plates of 1.6 mm thick, top and Bottom plate duly welded with MS Square channel 25mm x25mmx 5m size on back and on the edges. The Top and Bottom plate will be welded to 2 nos 50x50x5 mm square channels duly embedded in cement concrete M15 Grade of 600*600*750 mm, 600 mm below ground level.All M.S wiil be stove enameled on both sides,Lettering and printing arrows, border etc,. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexture 1700.1 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

1

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8919.75

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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of t0 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

3100

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55335

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Reinforced cement concrete M15 Grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 iii) 200 m stone (Precast) with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

30

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19435.5

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushed, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 A. In area of non-thorny jungle (II) By Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

0.74

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17959.58

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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 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 Grading 3 as per Technical Specification Clause 405. (B) By Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

913.5

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2081409.75

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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 granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

11850

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149310

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KSRRB M800-2. Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 800.1.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete as per specifications. MORTH Specification No.801 ii) 60cm equilateral triangle with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

14

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36382.5

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2) WBM Grading 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 smooth wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

913.5

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2060307.9

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Scarifying existing granular surface to a Depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

11625

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292950

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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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material (A) By Mix in Place Method with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.

3487.5

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3522723.75



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