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Local Self Government Department

Alappuzha, Kerala

  • Opening Date

    10 Sep 2019

  • Closing Date

    20 Sep 2019

  • Tender Amount

    ₹ 8,00,470

  • EMD

    ₹ 22,500

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Summary

Retender - Meenatheril Vadakkuvasam Nalpathanchin Chira Road Raising And Tarring In Ward 8

Documents
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BOQ Items
ItemQuantityUnitsRateAmount
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Tarring
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od113357/2019_2020 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in<br>place method normal. Construction of granular sub-base by providing local material spreading in uniform<br>layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and<br>compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per<br>Technical Specification Clause 408. (ii)Using Gravel mix soil.
131cum- -
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4.9 : Wet Mix Macadam
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.
By Mechanical Means with 1 km lead
116cum- -
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75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates
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
750sqm- -
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75.5.2.3pb : Tack Coat - With Packed Bitumen Rates
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.
750sqm- -
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75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
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)
Case - I By Manual Means
(II) Bitumen (S-65) (VG - 30)
750sqm- -
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75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
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
A. By Manual Means
Case III : Type C
(II) Bitumen (S-65)
750sqm- -

: : : : : Place: Date: Name of Bidder Address of Bidder Adhaar No. Signature with date PAN GST Reg. No. at Name of Branch with IFSC Code the Account Number is Land Line : Mobile : Contact . No. : Requisition for e-Payment [ To be attached with tender form as per G.O (P) No.06/2012/PWD dated 10/01/2012 ] Certified that I am having a Savings / Current Account in I wish to receive all payments in this account through NEFT and RTGS systems, as the case may be, for all payments relating to this work. Name of Bank

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