JP-PTA 220/20 KADAMANKULAM HOSPITAL PADI KAVANAKKUZHIPADI RETARING INTERLOCKING IRISH AND SIDE PROTECTION KALOOPPARA GP

Amount

RETARING

75.5.5.B.2pb : Modified Penetration Macadam 75 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.

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.

75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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)

75.5.12.A.3.2pb : Seal Coat - Manual 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> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)

INTER LOCK

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

od178706/2019_2020 : :Providing and laying 80 mm thick factory made cement concrete interlocking paver&lt;br&gt;block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,&lt;br&gt;design &amp; shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips ,&lt;br&gt;filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

od177694/2019_2020 : plain/reinforced concrete M 20 1:2:4 using 20mm broken stone in sub structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 WITH OUT FORM WORK

RETAINING WALL

11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth

od250936/2019_2020 : DRY RUBBLE MASONRY-Dry rubble without levelling course masonry with good quality blasted rubble including packing to compactness toliness and levels cost and conveyanceof all materials labour charges etc.complete as per direction departmentalofficers at site702,704,1202&amp;1203

od248207/2019_2020 : Construction of plain cement concrete pavement,thicknessas per design &lt;br&gt;,over a prepared sub base,with 43 grade&lt;br&gt;cement or any other type as per clause 1501.2.2 M 20(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,spreadingthe concrete,compacted using needle vibrator and finished in continousoperationincluding provision of curing of concreteslabs for 14 days and water finishing tolines and grade as per drawing and technical Secification clause 1501(modified6.4) with form work

IRISH DRAIN

od177698/2019_2020 : surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.

od247879/2019_2020 : Construction of plain cement concrete pavement,thicknessas per design &lt;br&gt;,over a prepared sub base,with 43 grade&lt;br&gt;cement or any other type as per clause 1501.2.2 M 20(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,spreadingthe concrete,compacted using needle vibrator and finished in continousoperationincluding provision of curing of concreteslabs for 14 days and water finishing tolines and grade as per drawing and technical Secification clause 1501(modified6.4) without form work

ROAD DELINETORS

3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

od234350/2019_2020 : Construction of plain cement concrete pavement,thickness as per design ,over a prepared sub base , with 43 grade cement or any other type as per clause 1501.2.2 m 20 (grade),coarse and fine aggregate conforming to is 383 ,maximum size of coarse aggregate not exceeding 25mm ,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work ,spreading the concrete ,compacted using needle vibrator and finished in contnious operation including provision of curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and technical specification clause 1501 (modified 6.4) wit form work

Road delineators

od234403/2019_2020 : supplying and installation of delineator (road way indicators ) posts 80-100 cm high above ground level ,pained black and white in 15 cm wide strips fitted with min 80 *100mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300 m with provisions to prevent edge lifting and vandalisam , and conforming to clause 806,IRC - 79 and the drawings including fixing to ground ( The delineator shall be of approved type as per specification )

od247925/2019_2020 : Providing Name Board

Bidder Name

JOHN C THOMAS