Blayippadi Poothrikka ambalampadi Elayidathukudi road retarring,protection wall ,tile paving,side concreting

Amount

retarring

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)

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.

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

od273757/2019_2020 : DR MASONRY under foundation-Dry stone Masonry under foundation with good quality blastered rubble including conveyance of materials and labour etc.complete as per direction of departmental officers in site.

od269131/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications&lt;br&gt;(i)Nominal mix (1:2:4) for drain wearing coat etc (Modified MoRD 11.4.2.1)

od269132/2019_2020 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All works upto plinth level CC 1:4:8 (1cement:4coarse sand:8graded stone aggregate 40mm nominal size. For Concrete road base layer (Modified MoRD 11.4.1.1)&lt;br&gt;&lt;br&gt;I.P.C.C grade M 10&lt;br&gt;&lt;br&gt;(i)Nominal mix 1:3:6

2.14.1.A : Dismantling of Flexible Pavements Dismantling 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(I)By Manual Means (A)Bituminous Courses

od281767/2019_2020 : Filling with Quarry Muck&lt;br&gt;Filling up low laying water logged areas with local material/quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

od269137/2019_2020 : Providing and laying 80mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size design &amp; shape, laid in required colour and pattern over and 50mm thick compacted bed of approved cushion material, compacting and proper embedding /laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per the manufacturers specification and direction of Engineer - in- charge

Bidder Name

P C GEORGE