Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Eprocure
Opening Date10 Apr 2025
Closing Date23 Apr 2025
Tender Amount₹ 15,00,000
Costs
EMD
₹ 15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_543051_1Tender No
021/2025Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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5.00 to 5.50 m depth
1
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Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m,3min Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B
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upto 2.00m
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Earthwork Excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders.
(SS 20B)
78
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2.00 m to 3.00 m Depth
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Earthwork Excavating and depositing on bank with initial lead of 10 m & initial lift of 3m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders.
(SS 20B)
48.75
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3.00 m to 4.00 m Depth
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Earthwork Excavating and depositing on bank with initial lead of 10 m & initial lift of 4m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders.
(SS 20B)
48.75
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4.00 m to 5.00 m Depth
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Earthwork Excavating and depositing on bank with initial lead of 10 m & initial lift of 5m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders.
(SS 20B)
48.75
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5.00 m to 6.00 m Depth
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Earthwork Excavating and depositing on bank with initial lead of 10 m & initial lift of 6m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders.
(SS 20B)
48.75
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Shoring and strutting with sheet piles / wooden piles and planks with necessary support for excavation beyond depth of 2m including cost of sheet piles/ wooden piles , plank and other materials, removing shoring and strutting after the pipe are laid etc., complete as directed by the engineers -in-charge
32.5
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Supply and Lowering the RCC NP4 pipe into trenches , Laying to proper grade and alignment , and testing the pipe to the required Pressure, excluding Earthwork etc Complete as per standard specification Data
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500mm RCC NP4
32.5
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Jointing of S&S pipes and specials with Rubber gasket (Tyton joint) including cost of lubricants etc
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350mm RCC NP4
13
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Dewatering arrangements with disel pumpset 12.5HP including hire charges and wages where ever necessary etc complete and as directed by the departmental officers
30
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End Concrete of pipe line 'P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Officers.
1.85
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Refilling with Well Gravel complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Officers.
282.94
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Disposal of surplus earth including loading, conveyance within a distance of 15 km and spreading as directed by the officers.
295.64
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Conveyance of pipe to work site including loading, unloading and transportation upto 8km and part thereof Data
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500mm RCC NP4
5.74
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Road restoration work
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Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B
29.25
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Disposal of surplus earth including loading, conveyance within a distance of 15 km and spreading as directed by the officers.
29.25
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Providing ,Laying spreading and compacting Wet Mix Macadam with clean,crushed,graded aggregates and granular materials and finished. As per standard specification and as directed by the officers
29.25
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Road restoration with cement concrete 1:2:4 , 20 cm thick using 20 mm HBS metal cost of all materials laying, curing , etc complete and as directed by the officers.
9.75
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Conveying Sewage and Sullage water from the site to 15km including transport loading and unloading etc complete
5
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Evaluation Notes How It Works ?
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