RKI Flood damaged category B RoW 5mtrs Roads -2019-20- Sulthan Bathery Municipality- Poomala Bed Centre Road Ch from 0-000 to 0-437 Rs.25,00,000

Amount

RE CONSTRUCTION OF SIDE RETAINING WALL Ch @ 0/100 to 0/140 km

od645630/2020_2021 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50<br>metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent<br>design mix)

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

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

12.5.2.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)

12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

od645715/2020_2021 : Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not<br>exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and<br>lift up to 1.5 m as per direction of site Engineer-in-charge<br>

od645659/2020_2021 : Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVCPipes, as per the direction of Engineer-in-Charge.

od645787/2020_2021 : Providing and fixing 50 mm dia GI pipe for hand rail in above retaining walls

Tarring Works ch@0/070 to 0/170 km

3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

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

75.5.1.1pb : 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.

75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)

75.5.12.A.1.2pb : Seal Coat - Manual Means - Type A - 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 I : Type A <br> (II) Bitumen (S-65)

Concrete works Ch @0/290 to 0/420 km

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.

od646196/2020_2021 : Construction of Plain Cement Concrete Pavement (WITH FORM WORK) : Mord Item 6.4 ModifiedConstruction 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 aggregates conforming to IS 383 (maximum size of coarse aggregate not exceeding 25 mm) mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved&lt;br&gt;fixed side form work (steel channel, wedges,steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle vibrators and finished in continuous operation including provision of contraction and expansion construction joints, curing of concrete slabs for 14 days, with water finishing to lines and grade as per drawing and Technical Specifications clause 1501

od646222/2020_2021 : Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on&lt;br&gt;GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade&lt;br&gt;cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical&lt;br&gt;Specification Clause 1701.600 mm x 450 mm Rectangular

ANTONY C V

Bidder Name

SIDDIQUE

ANTONY C V