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 Chitranjali Panchayath Road Retarring in Ernakulam, Kerala, with an estimated contract value of Rs. 7,01,893. The bid opening date for this tender is 06-08-2019 and the last date for bid submission is 14-08-2019. 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.
Costs
EMD
₹ 15,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_LSGD_291508_1Bid Award Id
ViewTender No
PW5-8643/19(SO-154/20)Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
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Appendix - G - Retarring (RETARRING TEMPLATE)
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75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates
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.
78.42
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75.5.2.1pb : Tack Coat - With Packed Bitumen Rates br Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
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75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 br
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 (with 7% of bitumen replaced by shredded waste plastic) br
Case - I By Manual Means br
(II) Bitumen (S-65) (VG - 30)
1490
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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.
620
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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
93
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2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses
34.5
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75.5.12.B.3.2pb : Seal Coat - Mechanical Means - Type C - Bitumen S-65 - Packed Bitumen Rates br
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 br
B. By Mechanical Means br
Case - III : Type C br
(II) Bitumen (S-65)
1490
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Kannur, Kerala