The Singareni Collieries Company Limited Tender

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The Singareni Collieries Company Limited - SCCL Tender

Works
Civil And Construction
Road Construction
Opening Date22 Apr 2024
Closing Date7 May 2024
Tender Amount₹ 12,76,423 
Notes
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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;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)

2.1

3591

7542.82

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;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 600 mm dia

15

109

1648.5

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;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 600 mm dia

75

6

452.25

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;Providing, laying, spreading for a compacted thickness of 75mm, using stone aggregates of Grade-II machine crushed granite metal as per table 400-9 of Technical Specification 404 of MORT and H for Water Bound macadam specification including cost, conveyance and spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 KN in stages to proper Grade and camber applying and brooming requisite Type-B Stone screenings as per table 400-10 and 11 and stone binding Materials as to fill up the interstices of coarse aggregates, watering and compacting to the required density for finished item of work (Payment will be made based on levels for finished item of work.) (Material required per Cum : 53 to 22.4 mm metal -1.21 cum; 11.2mm to 180micron screening metal - 0.24cum; 2.36mm and below binding material - 0.08Cum) By Manual Means

160

3273

523780.8

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;Providing, laying, spreading for a compacted thickness of 75mm, using stone aggregates of Grade-I machine crushed granite metal as per table 400-9 of Technical Specification 404 of MORT and H for Water Bound macadam specification including cost, conveyance and spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 KN in stages to proper Grade and camber applying and brooming requisite Type-A Stone screenings as per table 400-10 and 11 and stone binding Materials as to fill up the interstices of coarse aggregates, watering and compacting to the required density for finished item of work (Payment will be made based on levels for finished item of work.) (Material required per Cum : 63 to 45 mm metal -1.21 cum; 13.2mm to 180micron screening metal - 0.27cum; 2.36mm and below binding material metal - 0.08Cum) By Manual Means

160

3009

481561.6

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;Conveyance charges of Earth for 3 KM lead.

450

75

33930

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;Conveyance charges of Earth for 1 KM lead.

600

40

24240

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;Construction of embankment / Shoulders with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted as per Technical specification 305 of MORT and H

450

134

60390

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Repairs to approach road to 4th sand stowing bunker at SRP 3 and 3A inclines;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

1050

68

71505



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