RENOVATION WORK TO COMPOUND AND COMPOUND WALL AT AMBALAVAYAL CHC IN AMBALAVAYAL GRAMA PANCHAYATH

Amount

Compound wall Renovation

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar

15.17.1:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:R.S. Joists

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

OD149052/2023-2024:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engineer in charge

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

OD167426/2023-2024:Providing and fixing NAME BOARD of average size 60cmx45cm fixing with 50mm GI pipe post including bottom concreting ,painting ,lettering etc complete as detailed below .Earth work excavation in all classes of soil,PCC 1;4;8of size 30x30x30 size , 50mm GI Pipe as main post average length 145cm, support strut with 25mm GI pipe 2 nos 50cm,1mm thick MS board of frame with 40x40x6 mm angle iron and 3mm thick MS gusset plates at junctions over all painting with synthetic enamel and lettering with synthetic enamel paint.

SULTHAN BATHERY SWASRAYA LABOUR CONTRACT AND SAHAKARANA SANGAM LTD W 337

SULTHAN BATHERY LABOUR CONTRACT AND CONSTRACTION CO OP SOCITY

Bidder Name

SIVARAJAN P R

SULTHAN BATHERY LABOUR CONTRACT AND CONSTRACTION CO OP SOCITY

SULTHAN BATHERY SWASRAYA LABOUR CONTRACT AND SAHAKARANA SANGAM LTD W 337