CMLRRP-THONDILANGADI PALLIMUKKU CHALAKKAPPARA ROAD RE TARRING IN AMBALLOOR GRAMA PANCHAYATH

Amount

3.1 : Preparation of Foundation for EmbankmentScarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

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

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.

75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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

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.

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.

od680673/2020_2021 : Plastic Roads - Bitumen S-65 &lt;br&gt;&lt;br&gt;20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder&lt;br&gt;&lt;br&gt;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)&lt;br&gt;&lt;br&gt;Case - I By Manual Means&lt;br&gt;&lt;br&gt;(II)Bitumen (S-65) (VG - 30) (derived from 75.5.9.2.2.Pa)

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)

od711345/2020_2021 : sectioning upto 150mm and forming the surface for old road.

od698546/2020_2021 : Mord-1:4:8 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 (1 cement 4course sand 8 graded stone aggregate 40mm nominal size) for concrete road base layer (Modified Mord 11.4.1)

od698042/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specifications Clause 802,803,1202 &amp;1203. iii. P.C.C M20. (1) Nominal mix (1:2:4)

od713166/2020_2021 : A.Retro-reflectorised Name board&lt;br&gt;1Providing and erecting name board with retro-\reflectorised sign as per IRC:67 made of encapsulated lens&lt;br&gt;type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding&lt;br&gt;0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground&lt;br&gt;by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm,&lt;br&gt;600 mm below ground level as per approved drawing and Technical Specification Clause 1701 including&lt;br&gt;lettering etc complete&lt;br&gt;Code

Bidder Name

SAM JOSEPH