Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 75,770Document Cost
₹ 4,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2022_SIDCG_5892_1Bid Award Id
ViewTender No
SIDCL/Admn7/Tn06/803/2223Ln01Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Refilling the pipeline/foundation trenches plinth sides,foundation etc with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth directed by Engineer-in-charge
271.59
-
218.4
Cutting the bituminous road for laying the pipeline in trenches including labour, tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge.
27
-
530.4
Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed vii) 1500mm dia x 4000 to 4500mm depth
1
-
463810
Providing and laying in position cement concrete below foundation M15(1:2:4) (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
22.94
-
7080
supplying of laterite stone soling of size 150-200 mm and murum having P.I value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering & consolidation of binding material etc (measurements shall be considered on finished item)
19.98
-
1549.2
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 0.42m and making good the road surface by providing laying rollling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each, tack coat and open graded premix carpet of 20mm thickness as per specifications mentioned in item nos 14086, 14093, 14051 & 14068 of road GSR
respectively, complete as per the direction of the engineer incharge
27
-
1483.2
Extra for additional depth of 1.5m or part thereof in All types of soil Depth from 1.50 to 3.00m
99.9
-
376.8
Earthwork in excavation in foundation pipeline trenches, drain in saturated soil up to a depth of 0.60 m lift up to 1.50 m including disposing the excavated soil within a lead of 50 m Disposed earth to be neatly dressed and levelled, as directed by the Departmental Officer
-
-
-
Excluding planking, timbering in trenches and dewatering. Depth from 0.00 to 0.60m
39.96
-
763.2
Extra for earthwork excavated in saturated soil
-
-
-
Depth from 0.60 to 0.90m
19.98
-
858.2
Depth from 0.90 to 1.20m
19.98
-
953.2
Depth from 1.20 to 1.50m
19.98
-
1048.2
Depth from 1.50 to 1.80m
19.98
-
1143.2
Depth from 1.80 to 2.10m
19.98
-
1238.2
Add extra for excavation in or under water and on liquid mud including cost of pumping and complete (extra rate per co.. of excavation qty. in saturated soil strata considering actual water table level during the construction as datum ) c) Excavation work upto 1.50m. depth from datum
99.9
-
484.8
d) Excavation work upto 3.00m & above depth from datum
39.96
-
854.4
Extra for planking and strutting and packing material for cavities (in close timbering) if required to be left permanently in position (face area of timbering to be left permanently in position is to be measured)
231.44
-
1291.2
Pumping of sewage Using 6 no 5 HP pumps
768
-
1704
Jointing of HDPE pipes by heating the two ends of the pipe with electrically heated mirror, to the required temperature, including the hire charges of heating mirror and the generator set for the electricity for the heating mirror etc complete as per the direction of the engineer in- charge 500 mm OD
6
-
295.2
Carriage of Materials
60.42
-
206.4
Pumping of sewage for prevent overflows when sewer are at peak flow Using 2 no 10 HP pumps
256
-
907
Transporting 0f pipe, Supply of Pipe by SIDCGL
42
-
581
Making of CONNECTION for New & old NTM manhole with braking of concrete ,steel ,brick work and restore same
8
-
49174
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