51/20-21 Bakery East Sadayan Ring Road and culvert in w-8

Amount

CULVERT

od826200/2020_2021 : Putting up ring bund with earth filled empty cement bags 1 m bottom width 0.75 m top width and 1 m height two row internal filling with earth including cost conveyance labour charge and dismantling after the completion of work

od826201/2020_2021 : Pumping or bailing out water and removing slush etc by using pump set including cost of labour,oil hire charges of pumpset etc complete

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

od826204/2020_2021 : DR PACKING UNDER FOUNDATION -DRY STONE PACKING UNDER FOUNDATION WITH GOOD QUALITY BLASTED RUBBLE including convveyance and material and labour charge etc compltevas per direction of deptmental officers

od826207/2020_2021 : Providing concrete for plain/reinforced concrete using 40mm graded broken stones ( form work exccluded , cemenr content changed to 170kg/m3) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6

od826209/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II.P.C.C grade M 15<br><br>(i)Nominal mix (1:2.5:5)

od826211/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>IV.R.C.C grade M 20

od826212/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25

11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

od826206/2020_2021 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Tarring

od826206/2020_2021 : Construction of Subgrade and Earthen Shoulders<br><br>Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

od826208/2020_2021 : Filling with Quarry Muck,Filling up low laying and water logged areas with local material /quarry muck spreading in layers, leveling the top at site and consolidation by ramming. etc complete for improving the C B R value of subgrade

od826210/2020_2021 : Wet Mix Macadam<br><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><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

75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

od826213/2020_2021 : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates&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.&lt;br&gt;&lt;br&gt;Case - I By Manual Means&lt;br&gt;&lt;br&gt;(II)Bitumen (S-65)

od826214/2020_2021 : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates &lt;br&gt; 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&lt;br&gt;&lt;br&gt;A.By Manual Means&lt;br&gt;&lt;br&gt;Case III : Type C&lt;br&gt;&lt;br&gt;(II)Bitumen (S-65)

Bidder Name