Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Improvements To Road From Mashal To Jewargi (k) In Afzalpur Taluka Dist. Kalaburagi Under Kkrdb Non-social (general) For The Year 2021-22 in Kalaburagi, Karnataka, with an estimated contract value of Rs. 87,52,970. The bid opening date for this tender is 29-01-2022 and the last date for bid submission is 10-02-2022. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Civil And Construction
Road Construction
Opening Date29 Jan 2022
Closing Date10 Feb 2022
Tender Amount₹ 87,52,970 
Notes
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Costs

Description

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BOQ Items

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Prime Coat - Low porosity 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 ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

6120

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324360

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Compacting original ground supporting embankment, 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 compacted 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 ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

1995.12

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25936.56

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Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3, 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 45 x 45 x 60 em, 60 em below ground level as per approved drawing. ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

1.08

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7412.04

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Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, 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 By Mechanical Means - In area of non-thorny jungle ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

0.816

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15268.18

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Water Bound Macadam 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 smooth wheel roller 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. - By Mechanical Means ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

459

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947835

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Construction of subgrade 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. ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

3096.72

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854694.72

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Granular Sub-base with Well Graded Material (Table 400.1) 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired, complete as per Technical Specification Clause 401 - For Grading II Material ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

1321.92

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1600845.12

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Tack Coat - 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. ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

6120

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73440

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Construction of Embankment with Material Obtained from Roadway Cutting 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 ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

1305.6

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48307.2

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Bituminous Macadam, Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

306

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1842120

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Mix Seal Surfacing.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.By Manual Means,Type B - Bitumen (S-65) ---- Including cost of all materials, labours, HOM, I & UL, Curing with all lead and lifts etc. complete as per specifications and as directed by engineer-in-charge of the work.

6120

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973080



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