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 Package-1: Improvements Of Road And Bridge From Bolmandoddi To Wadawatti In Raichur Taluka, Improvements Of Road From Wadawatti To Bijangere In Raichur Taluka And Improvements Of Road From Yermars Dund To Manslapur Road In Raichur Taluka Of Raichur District. [under 5054-03-337-0-75 For The Year 2021-22] in Raichur, Karnataka, with an estimated contract value of Rs. 3,70,53,759. The bid opening date for this tender is 18-04-2022 and the last date for bid submission is 02-05-2022. 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.
Costs
EMD
₹ 5,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RDPR/2021-22/RD/WORK_INDENT89472Bid Award Id
ViewTender No
RDPR/2021-22/RD/WORK_INDENT89472Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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WBM Grading 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
631.125
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1239876.62
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Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.
2
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11688.6
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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 A, Type B and Type C as per Technical Specification Clause 510 Bitumen (S-65) Case - II : Type B with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
8415
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382461.75
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Reinforced cement concrete M-15 Grade 200m stone of standard design as per IRC:26-1980, fixing in position including painting and printing etc. complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt. height above G.L.MORTH Specification No. 804 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
16
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10365.6
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Reinforced cement concrete M-15 Grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. complete as per specifications. Including additional M-15 concrete pedestal of 0.2mt. height above G.L. MORTH Specification No. 804 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
2
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7889.7
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Construction of embankment from borrow area +B25 with approved materials deposited at site from roadway 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 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
3007.9
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1076978.6
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Construction of sub grade with approved material Gravel/Murrum with all lists & leads, transporting to site spreading, grading to required slope and compacted to meet requirement of table no. 300-2 complete as per specifications including cost of earth watering charges & compaction by vibratory roller to 97% of modified proctors density with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
2690.25
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946295.44
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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 either Type A or Type B or Type C as per Technical Specification Clause 508.Case with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work
8415
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1099335.6
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
20
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11802
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Providing and fixing of retro -reflectorised cautionary mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of propoerly designed foundation with M15 grade cement concrete 45cmx45cmx60cm 60cm celow ground level as per approved drawing. with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
2
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5197.5
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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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 For Grading III Material with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
2180.25
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2202270.52
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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 with all lead and lifts, loading and unloading etc., complete and as directed by the Engineer-in-charge of work.
8415
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106029
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Scarirying Kankar/Gravel/Metal Crust Existing Granular surface to a Depth of 150mm thickness of stuff including cost of all labour charges, HOM Complete as per Specification with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
7176
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180835.2
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Construction of embankment with approved materials deposited at site from roadway 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 301.5 with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
1992.6
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77412.51
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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 of Low Porosity with all lead and lifts, loading and unloading etc., complete as per Technical Specification Clause 301.5 and as directed by the Engineer-in-charge of work.
8415
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459459
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WBM Grading 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge of work.
631.125
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1146438.56
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