VMC-280/23 Balance portion of Ilanthassery Road Construction in ward 26

Amount

Construction of Road & extenstion of culvert

OD373960/2022-2023:RING BUND Type-I-Putting up ring bund as per approved shape 2.0m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.0m

OD330518/2022-2023:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pump set, etc complete

OD330533/2022-2023:Coconut Pile- Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost, conveyance, labour charges etc. complete (modified item 60.64.1)

OD330534/2022-2023:COCONUT PILE- DRIVING DOWN COCONUT PILE TO LINES AND LEVELS THROUGH VARIOUS STRATA INCLUDING ALL HIRE CHARGES AND LABOUR FOR FIXING, STAGING PLATFORM AND ALL OTHER APPLAINCES NECESSARY FOR PILE DRIVING DOWN AFTER POINTING THE BOTTOM END

OD330537/2022-2023:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

11.1.1.1:Excavation for Structures Earthwork 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

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation 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

OD330541/2022-2023:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

OD330886/2022-2023:Dry Rubble Masonry: Dry Rubble Masonry in foundation and superstructure including packing to compactness to lines and levels including coast and conveyance etc complete (DSR 2018 Modified item 60.7.1)

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

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

OD338674/2022-2023:Surface dressing of ground including removing vegetation and inequalities not exceeding 15cm depth and disposal of rubbish,lead up to 50m and lift up to 1.5m

OD374023/2022-2023:Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.

OD374047/2022-2023:Filling with quarry muck filling up low laying and water logged areeas with local materiels/quarry muck,spreading in layers, and leveling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade

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.

75.5.9.1.2pb: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)

Bidder Name

Thakappan