The Singareni Collieries Company Limited Tender

shifting prefab structure;Reinforced Cement Concrete 1:1.5:3 with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) graded Crushed Granite metal from approved quarry including cost and conveyance of all materials like sand, coarse aggregate, water etc., to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/shuttering charges, etc, (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) for Column footings. (CA : 0.90 Cum, FA:0.45Cum)

shifting prefab structure;Reinforced Cement Concrete 1:1.5:3 with 20mm down size (65% of 20-10mm & 35% of 10-4.75mm) graded Crushed Granite metal from approved quarry including cost and conveyance of all materials like sand, coarse aggregate, water etc., to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/ shuttering charges, etc, (but excluding cost of steel reinforcement and its fabrication charges and Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum) for pedastels. (Effective length of which does not exceed 3 times the least lateral dimension).

shifting prefab structure;Cement Concrete 1:3:6 with 40mm down size (50% of 40-20mm, 30% of 20-10mm and 20% of 10-4.75mm) graded Crushed Granite metal of approved hard quality including machine mixing, vibrating, necessary Centering, shuttering charges etc., Complete for finished Item of work as directed for Side Walls of Drains or Basement/ Substructure of the Buildings (Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)

shifting prefab structure;Flooring 40mm thick with CC1:2:4 using 20mm Down size ( 65% of 20-10mm and 35% of 10 - 4.75mm ) graded crushed granite metal of approved hard quality on existing concrete base, rendering smooth complete. ( But Excluding Cost of Cement )

shifting prefab structure;Filling with excavated earth (excluding rock)/ Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) (Excluding cost of sand)

shifting prefab structure;Labour charges for cutting, bending and binding reinforcement with contractors binding wire, and placing in position as directed by Engineer - in - charge including all leads, etc., complete

shifting prefab structure;Erection of compound wall gates, MS fencing posts on ground or on top of compound wall, cattle trap , MS holding down bolts, templates, in position etc., complete

shifting prefab structure;Conveyance charges of Steel including loading & unloading charges - Up to 5 KM.

shifting prefab structure;Conveyance charges of Steel including loading & unloading charges - Beyond 5KM and up to 30 KM (Rate/KM)

shifting prefab structure;Conveyance charges of Cement including loading & unloading charges - Up to 5 KM.

shifting prefab structure;Conveyance charges of Cement including loading & unloading charges - Beyond 5KM and up to 30 KM (Rate/KM)

shifting prefab structure;Providing and fixing Thermocole False ceiling 600mm x 600mm using 19mm thick Thermocole sheet, anodised Aluminium Tee sections of size 24.50mm x 24.0mm x 2.4mm in grid with cross tee of size 24mm x 24.5mm x 2.4mm at every 600mm c/c and anodised aluminium wall angle of size 24mm x 24mm x 2.4mm fixed to periphery of the wall and the above grid is suspended at every 1200mm c/c in both directions using 2.0mm thick GI Wire including cost and conveyance of all materials to site etc., for finished item of work as directed. Holding down clips to be used for fixing thermocole sheets.

shifting prefab structure;Fabrication of structural steel components like stanchions, built up columns, trestles, beams, trusses, N girders, chequered plate walk way etc., including all leads and lifts at site etc., with companys steel sections but with contractors welding rods, bolts, rivets and all contingencies, power charges, etc., complete as per drawings and insructions of the Engineer in charge.

shifting prefab structure;Erecting companys steel stanchions, built up columns, trestles, beams, trusses, N girders, chequered plate walk way etc., with contractors tackle, derric, crane etc., complete

shifting prefab structure;Oil bound Distempering to Old walls with Approved Make distemper two coats complete for finished Item of work.

shifting prefab structure;Painting with Synthetic enamel paints of grade II paints to new Iron work, two coats including a base coat of Red oxide primer paint grade-1 making three coats in all, complete for finished item of work.

shifting prefab structure;Painting with Synthetic enamel paints of grade - II paints to old Iron work, two coats complete for finished item of work.;Dismantling of pre painted GI sheets, laminated boards, trusses, columns, rafters, purlins, doors and windows, etc., of prefabricated structure existing at Dorli OCP, transportation of pre painted GI sheets, laminated boards, trusses, columns, rafters, purlins, doors and windows, etc., of prefabricated structure from DORLI OCP to Punch entry plat form at No.3 seam along OC-II high wall in OC-II quarry and Re-erection of Dismantled pre painted GI sheets, laminated boards, trusses, columns, rafters, purlins, doors and windows, etc., including cost of required bolts and nuts for re-erection etc of prefabricated structure at ALP Punch entry platform of No.3 seam along OC-II high wall in OC-II quarry.(Plinth area of the structure is about 160 sq.m)