Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 1,62,399Document Cost
₹ 25,000Tender Fee
₹ 4,000
Summary
View Amendment Nit Para Text
Description
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Contact
Tender Id
5420Tender No
SIDCL/Admn-7/F.No.TN- 05 / 701 /20-21 Date:15 /12 /2020Line2Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://goaenivida.gov.in
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Documents
BOQ Items
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Earthwork in excavation by mechanical means in foundation pipeline trenches drain (not exceeding 1.5m width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including setting out the excavated soil & disposal of surplus excavated soil as directed within a lead of 50m.
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-
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a) Lift 0.00 to 1.50m depth
2132
1432704
672
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Extra for additional depth of 1.5 m or part thereof in
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-
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a) All types of soil
432
22032
51
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Construction of Brick Masonry Inspection Chambers with I class bricks 125 Kg/cm2 class designation in cement mortar 1:3 (1 cement: 3 fine sand) with RCC Top slab of 11cm thickness with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) bed concrete 1:3:6 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement for internal walls and making channels in cement concrete1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregated 20mm nominal size) neatly finished as per drawing.
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a) 60 x 60 x 50 cm(depth)
240
2568000
10700
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Extension for additional depth beyond 0.5m depth of part there of for construction of Masonary chambers (with a brick of class designation 125 kg/cm2 and C.M. 1:3)
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-
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50cm above depth of chamber
72
546480
7590
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Construction of brick Masonary Inspection Chambers with I class bricks in cement Mortar 1:3 (1 cement: 3 fine sand) with RCC top slab of 11cm thickness with 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size bed concrete 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) inside plastering 12mm thick in cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement for internal wall & making channels in cement concrete 1:2:4 mix (1 cement:2 coarse sand: 4 graded stone aggregate 20mm nominal size) neatly finished as per the drawings
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Size of Inspection chamber
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a) 90 x 60 x50 cm depth.
60
501060
8351
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Extension for additional depth beyond 0.5m depth of part there of for construction of Masonary chambers (with a brick of class designation 125 kg/cm2 and C.M. 1:3)
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50cm above depth of chamber
30
269040
8968
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Supplying of S.W. intercepting trap of 6" dia. And fixing the same inside the inspection chamber
60
57600
960
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Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2.
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Outer Dia in mm
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f) 160mm OD
2400
907200
378
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d) 110mm OD
600
106200
177
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Conveying carefully from stack to site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C/H.D.P.E complete in all respects as per the direction of engineer incharge.
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f) 160mm OD
2400
14160
5.9
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d) 110mm OD
600
2160
3.6
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Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement and hydraulic testing of jointsetc. Complete as per IS: 7634-1975 part 3, including hydraulic testing of joints as directed by the engineer incharge.
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f) 160mm OD
360
23760
66
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Providing and laying cement concrete 1:3:6(1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggregate 40mm nominal size) excluding cost of centering and shuttering and finishing in:
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a) All works upto plinth level
109.44
616037
5629
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by the Engineer in charge.
1705.6
310419
182
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Carriage of materials by tipper truck including loading and unloading and stacking upto 5Km
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-
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II) Earth
535
109471
204.62
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Making connection of drain or sewer line with existing manhole including breaking and making good the walls, floors with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 12mm thick cement plaster on both sides with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making necessary channels for drains etc. complete.
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a) pipes 100 to 230mm dia.
60
16500
275
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Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer incharge
360
454680
1263
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