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Retarring And Construction Of Irish Drain From Panachara To Parichery Road In East Kallada Gp, chittumala-Kerala

Local Self Government Department has published Retarring And Construction Of Irish Drain From Panachara To Parichery Road In East Kallada Gp. Submission Date for this Tender is 16-07-2020. Drainage Tenders in chittumala Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24806843
Retarring And Construction Of Irish Drain From Panachara To Parichery Road In East Kallada Gp
Open Tender
Indian
Kerala
chittumala
16-07-2020

Tender Details

Retarring And Construction Of Irish Drain From Panachara To Parichery Road In East Kallada Gp

Key Value

Document Fees
INR 1200 /-
EMD
INR 14600.0 /-
Tender Value
INR 5.80 Lakhs /-

BOQ Items

Work Name:Chittumala Block Panchayath 2020-21: Retarring and construction of irish drain from Panachara to panicheri road in East kallada G.P
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Appendix A: Retarring BI01010001010000000000000515BI0100001113
2 1.001 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<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. BI01010001010000000000000515BI0100001114 87.6 sqm
3 1.002 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. BI01010001010000000000000515BI0100001115 750 sqm
4 1.003 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\nProviding, 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)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) BI01010001010000000000000515BI0100001116 750 sqm
5 1.004 75.5.12.A.3.2Z : Seal Coat - Manual Means - Type C - Bitumen S-65 and Antistripping Agent <br>\nProviding 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\t<br>\t\nA.\tBy Manual Means\t<br>\nCase - III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) BI01010001010000000000000515BI0100001117 750 sqm
6 2 Appendix B: construction of irish drain BI01010001010000000000000515BI0100001118
7 2.001 od769490/2020_2021 : Construction of un-reinforced dowel jointed at expansion and construction joint&lt;br&gt;only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade&lt;br&gt;cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS&lt;br&gt;383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2&lt;br&gt;cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side&lt;br&gt;formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including&lt;br&gt;levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using&lt;br&gt;needle,screed, and plate vibrators and finished in continuous operation including provision of contraction&lt;br&gt;and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches&lt;br&gt;to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using&lt;br&gt;curing compound(where specified) and water finishing to lines and grade as per drawing and Technical&lt;br&gt;Specifications clause 1501 BI01010001010000000000000515BI0100001119 46.875 cum
8 2.002 od769491/2020_2021 : Surface dressing of the ground in All kinds of soil including removing vegetation and in -equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. BI01010001010000000000000515BI0100001120 366 sqm
9 3 Name board BI01010001010000000000000515BI0100001121
10 3.001 od769489/2020_2021 : S/F Name board size 75 x 60cm installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letter etc complete as per the direction of departmental officers at site. BI01010001010000000000000515BI0100001122 1 each
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