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 Date21 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 64,02,542 
Notes
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Costs

Description

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CC approaches;Rates for conveyance of RCC plain ended Hume pipes of NP3 Class including collars on all weather roads over and above initial lead of 5KM (Rate is for every additional 1 Km. lead or part thereof ) For 450 mm dia

300

2

816

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CC approaches;Labour charges for Laying and fixing RCC Plain ended hume pipes of NP3 class in position including lifting, lowering, aligning and fixing with collar with Cement Mortar1:2 and hemp yarn (but excluding cost of Cement for jointing)etc., complete for finished item of work For 450 mm dia

20

81

1626.2

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CC approaches;Supply of RCC plain ended Hume pipes of NP3 Class conforming to IS - 458 with collars Excluding all taxes and duties, including Loading, transportation from factory up to 5 Km, unloading and stacking For 450 mm dia

20

2072

41450

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CC approaches;Cement Concrete 1:4:8 with 40 mm Crushed granite metal of approved hard quality in foundations of CD works including machine mixing, vibrating with necessary shuttering etc., Complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 and 2100 MORTH (But Excluding Cost of Cement) (CA : 0.90 Cum, FA:0.45Cum)

5.5

3371

18540.5

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CC approaches;Providing contraction sawn joints at every 4.50 m distance or as directed by Engineer In charge by grooving with mechanical saw, the width of 3 to 5mm and depths 1/3rd to 1/4th of thickness of concrete and operation should be carried out as soon as concrete is ready to accept the saw cut with out trowelling and including cost and conveyance of all materials to work site, Labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge. Note: All relevant MORT&H / IRC codes to be followed.

600

83

49860

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CC approaches;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

14.5

13984

202773.8

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CC approaches;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

100

34

3450

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CC approaches;Conveyance charges of Earth for 2 KM lead.

2950

56

166970

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CC approaches;Reinforced Cement Concrete 1:2:4 with 20mm down size (65% of 20-10mm and 35% of 10-4.75mm) graded crushed granite metal of approved hard quality for precast RCC slabs, purlins, verandah posts, fencing posts etc. including machine mixing of Concrete, necessary shuttering, finishing etc including hoisting/fixing, cost and conveyance of all materials to work site, all labour charges, all operational incidental charges (excluding cost of steel and its fabrication charges and cost of cement) etc., complete for finished item of work, as directed. (CA : 0.90 Cum, FA:0.45Cum)

25

6753

168837.5

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CC approaches;Add Extra for shuttering and centring charges for CC - Basement / Sidewalls, Water Tank Walls

290

393

113999

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CC approaches;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, etc., Complete for finished Item of work as directed for Side Walls of Drains or Basement/ Substructure of the Buildings (Excluding Cost of Cement, Centering and shuttering charges) (CA : 0.90 Cum, FA:0.45Cum)

65

3478

226070

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CC approaches;Treating the pavement by the method of dewatering of surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio to an optimum level by means of suitable equipment such as vacuum pumps, surface vibrator, suction mat, filter pads, skin floater etc., to achieve high strength of concrete with size forms as MS channels etc., including cost, conveyance of all machinery to work site, Labour charges etc., complete for finished item of work and as directed by the Engineer-in-charge

2250

112

253575

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CC approaches;Supply of Separation Membrane of impermeable plastic sheeting 150 micron thick

2400

16

39360

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CC approaches;Cement Concrete M-35 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 including cost and conveyance of all materials to site and including machine mixing and vibrating with mechanical vibrators, finishing, and centering/shuttering charges, etc, (Excluding cost of Cement) for CC Pavements. Cement @ 420Kg/Cum of concrete is to be used. (CA : 0.90 Cum, FA:0.45Cum) Note:- In case of provision of steel reinforcement, fabrication charges for the same are to be paid separately.

690

3574

2466543

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CC approaches;Cement Concrete 1:4:8 with 40mm down size (Crushed Granite metal of approved hard quality including machine mixing and vibrating with mechanical vibrator finishing to the required camber for CC Pavement sub grade including necessary side shuttering etc., Complete for finished Item of work as directed ( Excluding Cost of Cement).(CA : 0.90 Cum, FA:0.45Cum)

260

3300

858104

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CC approaches;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRTandH Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per Technical specification 401 of MORT and H and as directed by the Engineer-in-charge. (Material required per Cum : 53mm to 9.5mm metal -0.448cum; 9.5mm to 2.36mm metal - 0.608cum; 2.36mm and below metal - 0.224Cum)

700

2095

1466871

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CC approaches;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

100

243

24320

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CC approaches;Excavation for Road work in soil with Hydraulic Excavator 0.9cum bucket capacity including cutting and loading in tippers / pushing the earth to side of embankment (by trench cutting) including trimming bottom and side slopes, in accordance with requirements of lines and grades and cross sections as per technical specification 301 of MORT and H

2950

68

200895



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