Sewage And Infrastructure Development Corporation Of Goa Limited Tender
Calculate bid estimation of Goa SIDCGL Tender
Costs
EMD
₹ 3,65,585Document Cost
₹ 10,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2025_SIDCG_21324_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-01/ 6/ 25-26 Dt 01/04/2025 Ln1Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
... More
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
-
-
-
... More
250 mm Dia HDPE (for By passof existing sewerline)
32
174
5568
... More
500 mm
32
356
11392
... More
Conveying carefully from stack at 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 the engineer in-charge
-
-
-
... More
250 mm Dia HDPE (for By passof existing sewerline)
190
10
1900
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500 mm
190
13
2470
... More
Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface 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 in charge. Rural Roads
18
410
7380
... More
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :Ordinary soil. 0 to 60 cm
91.2
323
29457.6
... More
Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering. Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil . For Bypass of existing sewer line 250 mm dia
-
-
-
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0.60 to 0.90m
102.6
806
82695.6
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0.90m to 1.20m
102.6
923
94699.8
... More
1.2m to 1.50m
102.6
1040
106704
... More
1.50m to 1.80m
102.6
1218
124966.8
... More
1.80m to 2.10m
102.6
1335
136971
... More
2.10m to 2.40m
102.6
1452
148975.2
... More
2.40m to 2.70m
102.6
1569
160979.4
... More
2.70m to 3.00m
102.6
1686
172983.6
... More
Earthwork in excavation over areas in saturated soil (exceeding 0.30 m depth up to a depth of 0.60 m) including disposal of excavated earth,upto a lift of 1.5 m & within a lead of 50m to be neatly dressed leveled, as directed by the Departmental Officer. excluding planking, timbering in trenches and dewatering. Extra for earthwork excavated in saturated soil for every 0.30 m. depth or part thereof over 0.60 m. depth. Extra for additional depth of 1.5 m or part thereof in saturated soil . For Main sewer line 500 mm dia
-
-
-
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0.60 to 0.90m
57
806
45942
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0.90m to 1.20m
57
923
52611
... More
1.2m to 1.50m
57
1040
59280
... More
1.50m to 1.80m
57
1218
69426
... More
1.80m to 2.10m
57
1335
76095
... More
2.10m to 2.40m
57
1452
82764
... More
2.40m to 2.70m
57
1569
89433
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2.70m to 3.00m
57
1686
96102
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3.00m to 3.30m
57
1864
106248
... More
3.30m to 3.60m
57
1981
112917
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3.60m to 3.90m
57
2098
119586
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3.90m to 4.20m
57
2215
126255
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4.20m to 4.50m
57
2332
132924
... More
4.50m to 4.80m
57
2510
143070
... More
4.80m to 5.10m
57
2627
149739
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5.10m to 5.40 m
57
2744
156408
... More
5.40m to 5.70m
57
2861
163077
... More
5.70m to 6m
57
2978
169746
... More
6m to 6.30m
57
3156
179892
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Add extra for excavation in or under water and on liquid mud including cost of pumping and complete (extra rate per cu.m. of excavation qty. in saturated soil strata considering actual water table level during the construction as datum )
-
-
-
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Excavation work upto 3.00m. depth from datum
(measured from saturated soil/ strata level).
513
781
400653
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Excavation work upto 4.50 m depth from datum
(measured from saturated soil/ strata level).
285
1330
379050
... More
Excavation work upto 6.0 m & above depth from
datum (measured from saturated soil/ strata level).
342
2473
845766
... More
Closed planking in trenches including strutting and shoring packing cavaties (wherever required) complete for sewerage works in saturated soil strata
-
-
-
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for works of depth of upto 3.0 m (for By passof existing sewerline)
1140
835
951900
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for works of depth of upto 6.0 m (For Excavation Pit)
2280
1276
2909280
... More
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
60
2211
132660
... More
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.
1314
245
321930
... More
Plugging of manhole both from upstream and pumping of Sewage from upstream or downstream sides while carrying out rectification of the Sewerlines /removing chokeup with sand bags and removing the same plugging after completion of the said work and making way for the smooth flow of sewage as directed by Engineer-in-charge.
2
14002
28004
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Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with
-
-
-
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i) 1500mm dia x 6500 to 7000mm depth
2
1004814
2009628
... More
ii) 1500mm dia x 7000 to 7500mm depth
3
1061119
3183357
... More
Providing 2mm thick M.S clamp welded with ISA 25x25x6mm at ends including appliation of bonding solution such as SR solvent of fevicol or Dr fixit or any other equivalent product including fixing with necessary nut, bolts and applying a coat of red oxide etc. complete as per directed by Engineer-in-charge. 500 mm Dia
10
1713
17130
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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 : 500 mm dia
34.56
6810
235353.6
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Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
2
1136
2272
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Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level
2
6453
12906
... More
As per Circular No.3-3-05/SSW-PWD/Vol-I/2022-23/391 Dt.13/03/2023 for Adoption of percentage increase in rates for working of sewerage works under unhygenic conditions - 10% (For item no. 1 to 37)
1
1661746
1661746.26
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