Central Coalfields Limited Tender
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The CCL has issued a formal invitation for competitive bids for the Central Coalfields Limited project, for Part-a Shifting Of 02 Nos.) Pumps Of Capacity 198 Hp- 02 Nos. From One Place To Other Place Within The Mine Periphery, Due To Sudden Requirement Of Pumping At Different Location In Mines. Part-b Dismantling, Laying, Pipe Cut in Latehar, Jharkhand, with an estimated contract value of Rs. 7,41,273. The bid opening date for this tender is 26-03-2025 and the last date for bid submission is 09-04-2025. Interested bidders for Central Coalfields Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 9,266Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Part-a Shifting Of 02 Nos.) Pumps Of Capacity 198 Hp- 02 Nos. From One Place To Other Place Within The Mine Periphery, Due To Sudden Requirement Of Pumping At Different Location In Mines. Part-b Dismantling, Laying, Pipe Cut
Description
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Contact
Tender Id
2025_CCL_333296_1Bid Award Id
ViewTender No
PE(EnM)/TTK/NIT/2024-25/12 dtd. 26.03.2025Tender Authority
Central Coalfields Limited ViewPurchaser Address
-Website
http://http://www.centralcoalfields.in
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Documents
BOQ Items
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Providing 6" Carbon steel forged Blind Flanges ( for both the end of single length of pipe i.e. 02 nos. for every two 6 mtr length, for 100 meters 6" dia pipelength nos. of Carbon steel forged Blind Flanges required = 100/12 X 2 = 16.67 i.e. approx 17)
17
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Fixing of 6" dia flanges (82 X 2 X 15.24 Cm= 2499.36 Cm) welding
2499.36
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Cleaning of Sump:
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 getting out the excavated soil and dispsal of surplus excavated soil as directed within a lead of 50 m) all kind of soil (4m X 3m X 3 m) = 36 cum X 2 = 72 Cum
72
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Fixing of Sluice Valve and NR Valve from other site to work site
11
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Dismantling and Fixing of Pump Water Engine:
Loading Unloading, dismantling and fixing of 1000 GPM Pump from one place to another with the range of 5 Km
4
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supply of sluice valve 6" inch
3
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Providing of 8" dia flanges
40
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Total impact of GST for the purpose of CTC
1
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Making bend delivery side 6" dia pipeline cutting of pipe 4 X 47.85 X 2 = 382.80 CM . Jointing by welding and bending pipe 4 X 2 X 2 X 47.85 = 765.60 Cm. Total - 1148.40 cms
1148.4
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Fixing and making of pipe joint of 4" dia pipeline by required welding (50 Joints X 3.14 X 10.16 Cm = 1595.12 Cm)
1595.12
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Dismentling of 4" dia pipeline ( Pipeline length = 150 Mtr i.e. 25 length of 4" dia pipe)by cutting of Pipe of (50 Joints X 3.14 X 10.16 Cm = 1595.12 Cm)
1595.12
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supply of sluice valve 8" inch
3
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supply of sluice valve 4" inch
3
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Providing and fixing bolts including nuts and washer complete
10
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Fixing and making of pipe joint of 8" dia pipeline by required welding (40 Joints X 3.14 X 20.32 Cm )= 2552.20 Cm
2552.2
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Fixing and making of pipe joint of 6" dia pipeline by required welding (66 Joints X 3.14 X 15.24 Cm = 3158.34 Cm)
3158.34
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Dismentling of 6" dia pipeline ( Pipeline length = 200 Mtr i.e. 33 length of 6" dia pipe) by cutting of Pipe of (66 Joints X 3.14 X 15.24 Cm = 3158.34 Cm)
3158.34
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PART-A (PUMP SHIFTING WORK) Making of Suction as per requirement: Making suction bend of 6 mtr pipe 6" dia pipeline cutting of pipe 2 X3.14 X 15.24 = 95.71 Cm. Joinint by welding and bending pipe 2 X 95.71 cm= 191.42 cms. For total of 4 times (Two Times shifting for each pumps) shifting of all pumps within the span of 30 days.Total = 191.42 X 4= 765.68 Cms
765.68
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Laying of pipe above ground 6" dia 200 mtrs GI pipe (31.334 Kg/m X 200 m= 6266.80 Kg)
6266.8
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Making of Discharge Pipe as per requirement:
Welding of 6" dia pipe to pipe for jointing by gas/electric welding Machine, 200 Meters (2 X 3.14 X 15.24 Cm X 33.33 = 3190.01 Cm ) for two nos. of pumps (2 X 3190.01 = 6380.02 cms) For jointing of pipe
6380.02
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Making Base for pump By Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (notexceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard Rock. (3mX3mX2m)= 18 CuM X 2 = 36 CuM
36
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Fixing 6" dia flanges (17X2X47.85 = 1627 Cm) Welding
1627
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Fixing of 4" dia flanges (50 X 2 X 10.16 Cm = 1016 Cm) welding
1016
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Laying of pipe above ground 8" dia 120 mtrs GI pipe (42.352 Kg/m X 120 m= 5082.24 Kg)
5082.24
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Providing of 6" dia flanges
66
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Providing and fixing of NUT- Bolt and washer complete as per requirement
20
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Supply of NR Valve
3
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Fixing of 8" dia flanges (80 X 2 X 20.32 Cm = 3251.20 cm) welding
3251.2
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Providing of 4" dia flanges
50
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Evaluation Notes How It Works ?
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Select Your Requirements
Ramgarh, Jharkhand