Sewage And Infrastructure Development Corporation Of Goa Limited Tender
Download documents of Goa SIDCGL Tender
Costs
EMD
₹ 9,66,725Document Cost
₹ 20,000Tender Fee
₹ 6,000
Summary
Providing, Laying Testing And Commi. Of Sewer Network By Horizontal Direction Drilling (hdd) Including Const. Of Manholes, Provision Of House Sewer Conn. And Reinstatement Of Road At Left Out Pockets Of Housing Board In Porvorim Const. Part Ii
Description
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Contact
Tender Id
2025_SIDCG_20460_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-14/ 1613/ 24-25 Dt 28/02/2025 Ln6Tender 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
All Types of Soil - 200 mm
78.75
4000
315000
... More
i) 1200mm dia x upto 2000mm depth
1
170389
170389
... More
Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100 @ 0.20 kg/sq.m
498.14
17
8468.3
... 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
Beyond 7.5m depth up to10m
50
8970
448500
... More
280 mm
90
174
15660
... More
Beyond 5m depth up to 7m
4.19
7445
31157.33
... More
For Shaft of 7.5m x7.5m up to depth of
5m in all type of soil mixed with soft rock
12.56
5980
75078.9
... More
v) 1500mm dia x 3000 to 3500mm depth
3
406146
1218438
... More
Beyond 5m depth up to 7m
26.16
2070
54143.44
... More
ix) 1500mm dia x 5000 to 5500mm depth
1
679369
679369
... More
Mixed Strata - 200 mm
78.75
9900
779625
... More
Mixed Strata - 355 mm
24
26100
626400
... More
355 mm
160
174
27840
... More
xii) 1500mm dia x 6500 to 7000mm depth
2
924527
1849054
... More
Rocks - 355 mm
112
71300
7985600
... More
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 : For repairing damaged drains
20
6635
132700
... More
iv)1500mm dia x 2500 to 3000mm depth
6
321597
1929582
... More
200 mm
551.25
1280
705600
... More
Conducting Electrical Tomography to determine shallow stratigarphy along the route, presence of voids, saturation zones, water table, and other geological features having contrast in resistivity with the surrounding soils. Electrode spacing 5 meters , minimum electrode spread of 60 electrodes. Sm Electrode Spacing & for projects having a minimum length of 300 m
775
258
199950
... More
xiii) 1500mm dia x 7000 to 7500mm depth
4
1023268
4093072
... More
Rocks - 200 mm
367.5
29800
10951500
... More
Dewatering Pits or ground by dewatering pumps inclusive of all consumables,disel,oil,petrol,&lubricants etc.and disposal of water
310
330
102300
... More
xiv) 1500mm dia x 7500 to 8000mm depth
1
1131095
1131095
... More
Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m per 100 sq m grouting with hot bitumen straight run bitumenfor with such bituminous material of grade and type as specified by the Engineer-in-charge at 5.0 kg per sq.m binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m per 100 sq.m including providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 cu.m bucket capacity to the specified levels,grade and cross fall using type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513
498.14
631
314323.19
... More
Swellable water bar:Providing and fixing water Bar Size (20mmx10mm) ISI Marked to avoid infiltration and exfiltration
60
175
10500
... More
Supplying, of HDPE pipes at store or site of work including loading & unloading stacking, transit insurance etc. Complete bearing ISI mark conforming to IS: 14333 - 2022 and made from PE 100 resin Class IV (6 kg/cm2)
-
-
-
... More
viii) 1500mm dia x 4500 to 5000mm depth
3
613979
1841937
... More
355 mm
168
4002
672336
... More
Conducting SUE Survey in a corridor of 4-6 meter width to detect buried utilities like pipes, cables etc. in such corridor. Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Onsite detection to be conducted using minimum tools of Electronic Pipe Locator (EPL) and Ground Penetrating Radar (GPR). GPR work to be conducted using 500MHz and 300MHz antenna for best possible resolution and penetration. The specifications are SUE survey should be in accordance with 'Code of Practice for Subsurface Utility Engineering Suiting Indian Conditions - Guidelines & Specifications for Detection , Verification & Depiction of Existing. Along the road, 6m wide corridor
775
69
53475
... More
200 mm
525
145
76125
... More
280 mm
94.5
2499
236155.5
... More
All Types of Soil - 355 mm
24
10100
242400
... More
x) 1500mm dia x 5500 to 6000mm depth
3
754327
2262981
... More
Conducting Seismic Refraction Survey or Multi Channel Analysis of Surface Waves (MASW) survey to determine stratigraphy along proposed route i.e. soil, weathered rock, rock interfaces. Detection of faults, fractures, shear zones etc., in the investigated area. For Seismic Refraction Geophone spacing Sm and for MASW geophone spacing of 2m is adequate. Test to be conducted using 24 channel signal enhancement type seismograph. Seismic Refraction 5m Geophone Spacing & for projects having a minimum length of 115 or MASW with 2m geophone spacing
775
371
287525
... More
Mixed Strata - 280 mm
13.5
12600
170100
... More
vii) 1500mm dia x 4000 to 4500mm depth
2
520537
1041074
... More
xi) 1500mm dia x 6000 to 6500mm depth
1
832941
832941
... More
Repair and reinstatement to the road for trenches made by laying water 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 rolling by the 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 specification mentioned in item nos 14086, 14093,14051 of roads GSR respectively, complete as per directions of the engineer in charge.
963.6
2050
1975380
... More
Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed
-
-
-
... More
For Shaft of 7.5m x7.5m up to depth of
5m in all type of soil
13.08
1725
22559.77
... More
Excavation of non-structural pits for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work.
-
-
-
... More
vi) 1500mm dia x 3500 to 4000mm depth
3
461468
1384404
... 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 meters, including making level the trench surface by utilising the serviciable 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 incharge.
116.25
506
58822.5
... More
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)
139.32
1867
260116.04
... More
iii)1500mm dia x 2300 to 2500mm depth
1
274135
274135
... More
Rocks - 280 mm
63
33200
2091600
... More
All Types of Soil - 280 mm
13.5
5700
76950
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