Local Self Government Department Tender

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The LSGD has issued a formal invitation for competitive bids for the Local Self Government Department project, for Pro. No 78/2019-20 Tarring And Paving Of Various Roads At Kommady Ward For Amc in Alappuzha, Kerala, with an estimated contract value of Rs. 26,71,473. The bid opening date for this tender is 10-09-2019 and the last date for bid submission is 17-09-2019. Interested bidders for Local Self Government Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Local Self Government Department - LSGD Tender

Opening Date10 Sep 2019
Closing Date17 Sep 2019
Tender Amount₹ 26,71,473 
Notes
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BOQ Items

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75.5.2.3pb : Tack Coat - With Packed Bitumen Rates br 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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

2247

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Tarring - MoRD

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9.3.B : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia

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od194943/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)

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od194879/2019_2020 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. etc. complete (Qurry Muck, with roller)

276.68

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4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead

337.05

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75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates br 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

2247

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od194940/2019_2020 : Filling up low lying and water logged areas with local material/quarry muck, spreading<br>in layers, leveling in the top at site and consolidation by ramming etc complete, without Static Roller

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od194941/2019_2020 : :Filling with contractor's own earth ( excluding rock) in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

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od194942/2019_2020 : Providing and laying in position plain cement concrete of specified grade excluding the cost of centering shuttering,all work up to plinth levelNominal mix 1:4:8 ( modified item 11.4.1.1 )(1 cement,4 course sand,8 graded stone aggregate 40 mm nominal size).

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New concrete lane

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