Sewage And Infrastructure Development Corporation Of Goa Limited Tender
Download documents of Goa SIDCGL Tender
Costs
EMD
₹ 8,98,165Document Cost
₹ 20,000Tender Fee
₹ 6,000
Summary
Providing, Laying Testing And Commissioning Of Sewer Network By Horizontal Direction Drilling (hdd) Including Const. Of Manholes, Provision Of House Sewer Connec. And Reinstatement Of Road At Surr. Areas Of Copper Leaf In Porvorim Const Part Ii
Description
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Contact
Tender Id
2025_SIDCG_20453_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-14/ 1613/ 24-25 Dt 28/02/2025 Ln4Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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200 mm
870.45
1280
1114176
... More
For Shaft of 7.5m x7.5m up to depth of
5m in all type of soil
24.94
1725
43017.19
... More
Sewer Line Installation and Pressure Pipe Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry & exit pits upto 3 meter depth, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operating including, all related civil and mechanical works like excavation, shoring/ strutting, etc. drilling, stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per lndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions.
-
-
-
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ix) 1500mm dia x 5000 to 5500mm depth
1
679369
679369
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All Types of Soil - 280 mm
18.15
5700
103455
... More
Rocks - 280 mm
84.7
33200
2812040
... More
ii) 1200mm dia x 2000 to 2300mm depth
6
198839
1193034
... More
vii) 1500mm dia x 4000 to 4500mm depth
4
520537
2082148
... More
viii) 1500mm dia x 4500 to 5000mm depth
4
613979
2455916
... 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
635.91
631
401259.21
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i) 1200mm dia x upto 2000mm depth
5
170389
851945
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xi) 1500mm dia x 6000 to 6500mm depth
1
832941
832941
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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.
-
-
-
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Beyond 5m depth up to 7m
39.9
7445
297055.5
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v) 1500mm dia x 3000 to 3500mm depth
6
406146
2436876
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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
950
371
352450
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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
950
258
245100
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All Types of Soil - 200 mm
124.35
4000
497400
... More
Mixed Strata - 280 mm
18.15
12600
228690
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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
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-
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Beyond 5m depth up to 7m
24.94
2070
51620.63
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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.
142.5
506
72105
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280 mm
121
174
21054
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Mixed Strata - 200 mm
124.35
9900
1231065
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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.
195.49
245
47895.59
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Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed
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-
-
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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)
177.92
1867
332172.91
... More
vi) 1500mm dia x 3500 to 4000mm depth
5
461468
2307340
... More
x) 1500mm dia x 5500 to 6000mm depth
1
754327
754327
... More
280 mm
127.05
2499
317497.95
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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
950
69
65550
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For Shaft of 7.5m x7.5m up to depth of
5m in all type of soil mixed with soft rock
119.7
5980
715806
... 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
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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.
635.91
2050
1303615.5
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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)
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-
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200 mm
829
145
120205
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iii)1500mm dia x 2300 to 2500mm depth
4
274135
1096540
... 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
635.91
17
10810.47
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Swellable water bar:Providing and fixing water Bar Size (20mmx10mm) ISI Marked to avoid infiltration and exfiltration
180
175
31500
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