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 Kurandinada Road Retarring in Thiruvananthapuram, Kerala, with an estimated contract value of Rs. 4,46,412. The bid opening date for this tender is 14-08-2019 and the last date for bid submission is 22-08-2019. 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 Date14 Aug 2019
Closing Date22 Aug 2019
Tender Amount₹ 4,46,412 
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od158987/2019_2020 : :Construction of plain cement concrete pavement,thickness as per design,over a prepared subgrade / sub base,with 43 grade cement or any other type as per clause 1501 .2.2 M 20 (grade),coarse and fine aggregates conforming to lS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a<br>concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix<br>design,laid in approved fixed side formwork(steel channel, wedges,steel plates including levelling the<br>formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle vibrators and finished in continuous operation including provision of contraction expansion ,construction joints, curing of concrete slabs for 14 days with water finishing to lines and grade as per drawing and Technical Specifications clause 1501

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5.2.1a : Tack Coatbr Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 br 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. br Case - I By Manual Means br (II) Bitumen (S-65)

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od158986/2019_2020 : Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m<br>

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5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 br Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. br (B) 75 mm thick :- (II) Bitumen (S-65)

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