1357792/24, Thrikkakara Municipality-Reconstruction of culvert at Crash road reach1 ward 28

Amount

culvert

OD24583/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dimantling the bund after the completion of work. modified 60.1.2

OD24584/2024-2025:Bailing out of water using pump above 10HP & upto 20HP-Bailing out water with engine and pump set above 10HP,including conveyance to siite and erection,cost of fuel,lubrication oil and other stores,pay of staff etc complete.Modified 60.2.4

OD24585/2024-2025:od32_648679/2021_2022: DR Packing under Foundation - Dry stone packing under foundation with good<br>quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of<br>departmental officers at siteModified 60.7.2

2.5.1.C:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means<br> (C) Reinforced Cement Concrete

2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete

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

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

13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25

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

OD24588/2024-2025:od932655/2020_2021 :Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. ( Modified DAR item 16.83)

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

OD24589/2024-2025::Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. (Modified DAR item 16.84) serviceable material within 50 metre lead as per direction of Engineer-in-Charge. ( Modified DAR item 16.83)

KUNJUMON P (BID ID -1991124)

Bidder Name

KUNJUMON P

SIDHIK P M