The Singareni Collieries Company Limited Tender

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The Singareni Collieries Company Limited - SCCL Tender

Works
Civil And Construction
Civil Works Others
Opening Date8 Feb 2025
Closing Date24 Feb 2025
Tender Amount₹ 90,58,411 
Notes
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Costs

Description

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wind barrier arrangements along the Kistaram Main road,;Conveyance charges of Steel including loading, unloading and stacking charges for Beyond 5KM and upto 30KM(Rate/KM) lead.

2950

10

29795

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wind barrier arrangements along the Kistaram Main road,;Conveyance charges of Steel including loading, unloading and stacking charges for 5 KM lead.

118

317

37490.96

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wind barrier arrangements along the Kistaram Main road,;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 and P etc., complete for finished item of work. (APSS NO. 309 and 310) (Excluding cost of sand) - by Manual Means

465

34

16042.5

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wind barrier arrangements along the Kistaram Main road,;Painting to Iron work with two coats of synthetic enamel paint of grade II of Approved Make and shade including a base Coat of Red oxide primer paint of grade -I of Approved Make making 3 coats - To new work -all complete for finished item of work.

3650

170

623420

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wind barrier arrangements along the Kistaram Main road,;Roofing/side sheeting with Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours fixed with Suitable Bolts, nuts and washers, including fixing of wind ties as per the requirement etc., and including cost and conveyance of all materials etc., complete (with / without Ridges/ valley gutters) for finished Item of work as directed. (cost of wind ties and its fabrication charges are not included)

4500

796

3586050

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wind barrier arrangements along the Kistaram Main road,;Erecting companys steel purlins, louvers, sag rods, rafters etc., with contractors tackle, derric, crane etc., complete

68

9089

618065.6

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wind barrier arrangements along the Kistaram Main road,;Fabrication of structural steel components like purlins, louvers, sag rods, rafters 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 instructions of the Engineer in charge.

68

14770

1004360

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wind barrier arrangements along the Kistaram Main road,;Erecting companys steel stanchions, built up columns, trestles, beams, trusses, N girders, chequered plate walk way etc., with contractors tackle, derric, crane etc., complete

42

10225

429466.8

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wind barrier arrangements along the Kistaram Main road,;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 instructions of the Engineer in charge.

42

18178

763492.8

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wind barrier arrangements along the Kistaram Main road,;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

8

13984

111875.2

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wind barrier arrangements along the Kistaram Main road,;Reinforced Cement Concrete M-20 design mix Concrete corresponding to IS 456 using Concrete Mixer with 20mm down size (65% of 20-10mm and 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). Cement @ 350Kg/Cum of concrete is to be used. - For Pedestals. (Effective length of which does not exceed 3 times the least lateral dimension).

88

7795

686003.12

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wind barrier arrangements along the Kistaram Main road,;Reinforced Cement Concrete M-20 design mix Concrete corresponding to IS 456 using Concrete Mixer with 20mm down size (65% of 20-10mm and 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). Cement @ 350Kg/Cum of concrete is to be used. - For Column Footings / Raft.

95

7171

681253.55

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wind barrier arrangements along the Kistaram Main road,;Cement Concrete 1:5:10 with 40 mm size Crushed Granite metal of approved hard quality in foundations or Plinth etc., Complete. (But Excluding Cost of Cement) - with concrete mixer

40

3628

145159.6

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wind barrier arrangements along the Kistaram Main road,;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308) - Ordinary Soil-Manual Means -Up to 3 m depth

80

243

19456

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wind barrier arrangements along the Kistaram Main road,;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead up to 50m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work as per SS - 20 B (APSS 308) - Ordinary soils-Mechanical Means -Up to 3 m depth

600

119

71700



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