Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date2 Jun 2023
Closing Date8 Jun 2023
Tender Amount₹ 26,00,000
Costs
EMD
₹ 26,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_322039_13Tender No
E31/2023Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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BOQ Items
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Bailing out water from pipr line trenches by using pumpsets 7.5HP including hire charges and wages
15
-
479.67
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Refilling the excavated earth including cost of all labour charges for filling and shall be done in layer not excceding 23cm in thickness accomplised by adequate watering ,ramming, etc., and the trench shall be refilled soas to builed upto origional ground level as directed by the departmental officer etc., complete as per standard specification Data
495.64
-
40.65
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upto 2.00m
175
-
1085.94
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Wet Mix
73.5
-
2118.3
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Medium rock, and Dense Medium Rock not requiring Blasting.
29.4
-
622.6
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BEDDING
-
-
-
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2.00 to 3.00 m
28
-
138.67
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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. 1.50M TO 4.5M below GL Data
6.61
-
6590.83
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Earthwork
73.5
-
85.53
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110mm PVC
240
-
1228.85
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1.51 to 2.00 m depth
6
-
93774
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upto 2.00m
-
-
-
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25mm Pipe Item.No. P329/46/I /c TWAD
50
-
334.13
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2.00 to 3.00 m
58.8
-
1565.97
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Disposal of surplus excavated earth in pipe laying works etc.,transporting to the sites specified by Engineer within 5 Km lead, including loading, spreading etc., complete and as directed by the Engineer. (As per separate estimate ) Data 9
83.89
-
163.45
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20mm Pipe Item.No.P328/ 46/i/b TWAD
50
-
312.92
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Labour for cutting open BT Road surface for laying sewers
79.73
-
882.09
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Barricading the trenches for one side using casuarina poles 8 to 10 cm dia , white PVC tape 15 mm wide with red strips printed in two rows, 75 mm dia red reflectors in every 3 m length, providing two no. of danger lights for every 150m length, including the cost of all materials, charges for fixing of barricading and removal of barricading after testing and filling the trench and stacking the post for reuse etc complete as directed by the officers
625
-
58.3
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In hard stiff clay, stiff black cotton hard red earth, shales, murams gravel stoney earth and earth mixed with small size boulders.(SS 20B) Data 1a
147
-
292.19
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'250mm dia RCC pipes NP4
-
-
-
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House service connection : supplying laying , jointing , testing of 110mm UPVC Pipes including earth work excavation for trenches in hard stiff clay,stiff black cotton , hard red earth ,shalles , murrams, gravel , stoney earth and earth mixed with small size boulders , carting of pipes to the site work ,lowering in to trenches to proper grade and alignment, conveyance of water filling the pipes during testing,refilling the excavated earth in layer not less than 23cm thick watering ,ramming to consoldation and disposal of earth within 5km lead ,barricating works along both sides to the trenches , including jointing materials including end cap and cost of timbering as per standard specification Data
-
-
-
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Disposal of surplus earth
73.5
-
163.45
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'Replacement of Underground Utilities (PVC Pipe 10KSC) damaged during earthwork excavations for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting, removal of slushy soil and replacing the pipeline with sound pipe, including supply and delivery of GI pipes, coupler, Union, jointing materials and required specials, cutting, threading, conveying , laying, jointing and cost of refilling for the additional earthwork etc complete
-
-
-
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Road restoration works as per standard specification and as directed by the officers.
-
-
-
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Construction of R.C.C manholes by using Sulphate Resistant Cement at various depths including earthwork excavation in Hard stiff clay, stiff black cotton etc., sand filling, laying cement concrete in C.M.1:4:8 using 40mm B.G.jelly for foundation, RCC 1:1.5:3 for side wall and base slab, fabrication, placing reinforcement and shoring & strutting charges for depths above 2m from G.L, providing PVC encapsulated steps, FRC MH frame and cover , benching and channelling with PCC 1:2:4 using 20mm HBS, refilling, etc., complete for different depths for each manhole (As per the drawing for manholes), wherever traffic is heavy and N.H roads if any. (As per separate estimate )
-
-
-
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Providing Sand bedding using M Sand, laying in layers of 15cm thick including cost of materials and labour charges for spreading, ramming & consolidation etc., complete for pipe bedding.Complete as per standard specification Data
-
-
-
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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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Earthwork excavation and depositing on bank , within initial lead of 10m and initial lift of 2m including barricading,shoring, strutting and all other incidental works, as directed by the departmental Officers in the following classification of soil.
-
-
-
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sdr
147
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348.04
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Conveyance of pipe to work site including loading, unloading and transportation upto 8km and part thereof Data - 54
15.48
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1069.98
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Add :- GST @ 18%
-
-
-
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2.01 to 2.50 m depth
1
-
114991
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2.00m to 3.00 m
-
-
-
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upto 2.00m
70
-
126.06
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Supply of NP4 Class pipes with sulphate resistance cement with inner lining og high Alumina cement as per IS 458/2003 Lowering 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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50mm Pipe Item.No.P329/ 46/i/f TWAD
25
-
406.77
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1.01 to 1.50 m depth
2
-
56442
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