Retender S179/22 Chelikkuzhi Mottayil Kanichery Ela Thodu Side Protection in Pattazhy North Division

Amount

SIDE WALL

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

od1592446/2021_2022 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer -in- Charges:

od1582765/2021_2022 : DR packing under foundation with good quality rubble including cost and conveyance and labour charges etc. as per the direction of Departmental officers at site<br><br>I.Coursed rubble masonry (1st sort

od1592450/2021_2022 : DRY RUBBLE MASONRY _ with departmental rubble in under foundation including packing to compactness to lines and levels.

75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

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

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

od1592510/2021_2022 : Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.<br>

od1592523/2021_2022 : Supplying and fixing information board 75x60 cm size using GI pipe as post and 1mm MS<br>sheet surrounded by MS angles including paiting, lettering and fixing in concrete etc complete

Pumping and bailing out

60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m 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 dismantling the bund after completion of the work.etc.complete.

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

UDAYAN K

CHANDRA BABU C

Bidder Name

ABDUL MAJEED O

UDAYAN K

CHANDRA BABU C