LRRP-2024-25 ELATHUR LAC- Sl. No-917- Thonikkandipoyil- Kuttichathankandi-Padinjare Raroth Purayil Road

Amount

Road work

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

3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.

OD1994/2025-2026:DRY RUBBLE MASONRY(with Departmental material)-Dry rubble masonry without concrete levelling course using Departmental rubble including packing to compactness to lines and levels including labour charges etc. complete as per direction of Departmental officers at site.

12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth

3.14:Construction of Subgrade and Earthen Shoulders<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.

OD2030/2025-2026:Filling quarry muck - Filling up low lying and water logged areas with local materials/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.

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

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<br> For height upto 5 m <br> 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

OD2685/2025-2026:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes (Modified DAR 10.16.1)

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD2770/2025-2026:Providing and fixing of Direction and Place Identification Retro-reflectorised Signs withseven years warranty manufactured as per IRC:67 made of type IV microprismatic grade sheeting fixed over aluminium sheeting, 2 mm thick /aluminium composite material sheet 4mm thick with area not exceeding 0.9 sqm , with suitable back supprting frame of MS angle 40x40x6 and supported on GI Pipe pole 50mm NB -2nos confirming to IS 1239 firmly fixed tothe ground by means of properly designed foundation with M-15 grade cement concrete minimum size 4ocm x 40cm x 60 cm, 60 cm below ground level including painting all exposed surface with two coats epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbol etc . (Derived form MORD spec 10.3.A.2 )

FARSAD P (BID ID -2209658)

Bidder Name

NOUSHAD ALI P

FARSAD P