PM-VISIT Emergency retrofitting and temporary protection works to Shangumukham

Amount

Protection work

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

OD28313/2025-2026:OD-Side Protcetion of pathway using MS plate for temporary side protection with driving down of coconut post of 5.5m height to a depth of 2m at a distance of 1.5m centre to centre and the placing MS Sheet of 6mm thick in between the driven coconut post by interconnecting the MS sheet with GI pipe and interconnecting the driven coconut post by providing half spilt coconut post horizontal bracing of two rows in the entire height and clearing the site by dismantling the shoring after completion of the work.etc.complete as per the instruction of Departmental officers at the site

OD28564/2025-2026:Supply and Installation of Geo Mat for sea wall- The geo mat must be of a non woven composite material. The composite must be of a laid geogrid made of stretch monolithic polypropylene (PP) flat bars with welded junctions and mechanical bonded filter geotextile welded within the geogrid structure. Joins of geomats must have an overlap of not less than 1.5 metres. The Contractor must submit details of the fixing and joining arrangements of the geomats to be approved by the Engineer. Outer edges of the geomats must be hemmed using high strength nylon. Temporary fixing of the geomat is required and the Contractor must submit details of this for approval by the Engineer.

OD32683/2025-2026:A.S. E Thiruvananthapuram - Supplying and laying Filter layer 30cm thick at site of work using 5 kg to 10 kg blasted granite stones per approved design including supply of stones , loading from quarry , conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor (certified by Legal Metrology), installation of PC loaded with software approved by the Departmental officers for measurement , unloading , dumping at site to lines and levels , rehandling stones for forming the section with the help of tippers and suitable crane and packing of stones if necessary including hire and operational charges of all tools and plants and all sundry expenses , providing and maintaining the runway for movement of vehicles, crane using spalls gravel or sand etc. complete as per the direction of departmental officers at site.

OD32690/2025-2026:A.S. E - Thiruvananthapuram - Supplying and laying Core layer using 10 kg to 300kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor (certified by Legal Metrology), installation of PC loaded with software approved by the Departmental officers for measurement, unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /hydraulic excavator/manually and packing stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site.

OD32693/2025-2026:A.S. E - Thiruvananthapuram - Supplying and laying Core layer using 300 kg to 500kg blasted granite stones as of specific gravity not less than 2.65 as per the approved design , including supply of stones , loading from quarry conveying to site in tipper , weighing on Weigh Bridge established at site by the contractor (certified by Legal Metrology), installation of PC loaded with software approved by the Departmental officers for measurement , unloading and dumping and packing in position at site to lines and levels to form the core layer over the filter already laid by rehandling stones for forming the section with the help of tippers/cranes /hydraulic excavator/manually and packing of stones if necessary including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the runway for the movement of vehicles crane using spalls gravel or sand etc complete as per the direction of departmental officers at site.

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

OD28480/2025-2026:Protection against sea erosion, back filling by constructing a wall waste sand, (waste product of EICL factory). The waste sand is to be conveyed to shangumukham by the help of lorries and machines. The conveyed waste sand then filled at site by the help of labours machines

11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

60.23:Unified Data For A.S.E works - Collecting beach sand from places as pointed out by departmental officers and forming a bund in the rear side of sea wall to lines and levels within initial leads.

OD28566/2025-2026:Protection against sea erosion by dumping polypropylene non woven geo textile bags (PET) made from 300 GSM Geo textile of size 2 m x 1 m, filling with 0.8 m3 sand, (Sea sand). The sea sand is to be conveyed to site by the help of labours or machines including one additional lead. The conveyed sea sand then filled at site by the help of labours and tying the same for emergency dumping. complete and placed as per direction of engineer in charge by manual means.

SoorajkumarKV (BID ID -2413747)

Bidder Name

K Lekshmanan Co

SoorajkumarKV