Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 13,19,750Document Cost
₹ 25,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2025_SIDCG_20791_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-16/ 1735/ 24-25 Dt 19/03/2025 Ln9Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
Price Schedule for Construction of Pumping Station rising main sewer gravity line near Velopwada,Queula Marcaim Constituency
BOQ Items
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710 mm - Rocks
30
115200
3456000
... More
1500mm dia x 6000 to 6500mm depth
2
833149
1666298
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710 mm
30
349
10470
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355 mm - Rocks
305
71300
21746500
... More
1500mm dia x 8500 to 9000mm depth
1
1356123
1356123
... More
710 mm
32
16479
527328
... 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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-
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Sewage Pump House : Part A - Construction of Sump includes excvation, PCC, RCC, Centering & shuttering, plastering, MS fabricated cover and footrest etc. work complete. Part B - Construction of Inlet Chamber includes excvation, PCC, RCC, Centering & shuttering, plastering, Manhole cover and footrest etc. work complete.
1
6572401
6572401.88
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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 bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. 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.
1356.25
631
855793.75
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Hydrophillic swellable water bar: Providing water stop swellable barat pipe-concrete joint (20X10 mm thick) to avoid infiltration and exfiltration leakages of approve make MC Waterstop SW-IN. or equivalent
240
1000
240000
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1500mm dia x 3500 to 4000mm depth
1
485878
485878
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1500mm dia x 6500 to 7000mm depth
2
952220
1904440
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1500mm dia x 3000 to 3500mm depth
1
421907
421907
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Excavation of non-structural pits for pipe /jacking / ramming purpose in soil inclosive of all shuttering ,strutting and shoring and maintaining the shaft during construction operation and backfilling the same after the completion of work. For shafts upto 7.5x5m and upto a depth of 5m in all types of soil.
840
1725
1449000
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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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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 - 1996 and made from PE 100 resin Class IV (6 kg/cm2)
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-
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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 directed by Engineer in charge
672
245
164640
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1500mm dia x 4500 to 5000mm depth
2
633687
1267374
... More
Electro -Mechanical Work
1
6418897
6418897
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Pumping Main Installation of Pumping Main using HDPE pipe by HDD method of 616 mts length
1
11258708
11258708.9
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1500mm dia x 2500 to 3000mm depth
1
312039
312039
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Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
286.28
1867
534475.43
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355 mm
310
174
53940
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1500mm dia x 7000 to 7500mm depth
3
1018875
3056625
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