Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 2,61,810Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_SIDCG_7897_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-16/ 1402 /22-23 Line01Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
Price Schedule Extension of Sewer old Market Margao to Old Fatorda Market Fatorda Constituency.
BOQ Items
Conducting Sesmic Refraction Survey to determine stratigraphy along proposed route i.e. soil wethered rock, rock interfaces. Detection of faults ,fractures ,shears zones etc.,in the investigated area.Geophone spacing 5m, test to be conducted using 24 channel signal enhancement type seismograph. 5m Geophone Spacing & for projects having minimum length of 115m
505
187355
371
Conducting Electrical Tomography tp determine shallow stratigraphy along the route, presence of voids, saturation zones , water table & other geogical features having contrast in resistivity with the surrounding soils. Electrode spacing 5 meters , minimum electrode spread of 60 electodes. 5m. Electrode spacing & for projects having a minimum length of 300m
505
130290
258
Excavation of Shafts for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maiunttaining the shafts during construction operation and backfilling the same after the complition of work.
-
-
-
All kinds of soil upto 5m depth
83
99600
1200
All Types of Soil mixed with soft rock
60
240000
4000
All Types of Soil mixed with hard rock
8
52000
6500
Confined Excavation of Shaft for pipe jacking /ramming purpose in soil inclusive of H Beam strutting with MS Plate/ Cubical wooden laggings and backfillings the same after the complition of work.
-
-
-
All kinds of soil upto 5m depth
28
50400
1800
All Types of Soil mixed with soft rock
20
80000
4000
All Types of Soil mixed with hard rock
3
19500
6500
Closed planking in trenches including strutting and shoring packing cavaties (wherever required) complete for sewerage works in saturated soil strata
-
-
-
for works of depth of upto 1.5 m
60
48024
800.4
for works of depth of upto 3.0 m
180
175608
975.6
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.
200.22
43728
218.4
Dewatering the trenches and bailing out water including removal of slush, mud etc. for any depth and disposal of pumped mud, water, slush to suitable point not forming circuit of return of pumped water to the very trench, by employing diesel generated pump.
80.8
40238
498
Installation of HDPE product pipe by HDD method including preparing & setting up the plant & equipment preparing new pipe work material, installing new pipe work & commissioning by HDD operation including all related civil & mechanical works like excavation ,shoring strutting etc. drilling,stringing, reaming & pulling back the new pipe work on the designed bore path alignment by using approved guidence system, proper disposal of drilling fluid & restoration of site including backfilling of excavation & holes by approved material to 95% of original density after completion all inclusive as per indSTT:101-2007 : code of practice for Horizontal Directional Drilling technique suiting indian conditions. Class IV (6 kg/cm2).
-
-
-
All types of Soil - 250 mm dia
354
1452816
4104
Mixed Strata - 250 mm dia
151
1365795
9045
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.
118.75
62985
530.4
Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with
-
-
-
i) 1200mm dia x upto 2000mm depth
1
262751
262751
ii) 1200mm dia x 2000 to 2300mm depth
3
871497
290499
iii) 1500mm dia x 2300 to 2500mm depth
3
1004697
334899
iv) 1500mm dia x 2500 to 3000mm depth
2
815662
407831
v) 1500mm dia x 3000 to 3500mm depth
7
3276602
468086
Providing 2mm thick M.S clamp welded with ISA 50x50x6mm 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, bolt and applying a coat of red oxide etc. Complete as per directed by Engineer -in-charge. 250 mm dia
42
51744
1232
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 : 250 mm dia
6.21
42879
6904
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)
130
233220
1794
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.
439.8
263440
599
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
439.8
7476
17
Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix,transported to site with all leads laid over a previously prepared surface with sensor paver finsiher to the required grade, level and alignment and rolled with smooth wheeled roller and vibratory roller to achieve the desired compaction including providing antistripping agent @ 0.5% of bitumen content , as per MoRT&H specifications clause 504. grade-I(40mm nominal size)@ 3.3% of bitumen-Mix
21.99
194435
8842
Providing and laying 25 mm thick bituminious/Asphaltic concrete with 40-60 batch type HMP producing an average output of 50 tonnes per hour using crushed aggregates of specified gradings premixed with bituminious binder at 6.5% by weight of total mix and filler incl.providing antistripping agent @ 0.50% of bitumen content of transpoting the hotmix to work site with all leads and applying a tack coat @ 3.75 kg/10sq.m with hot bitumen of 80/100 and laying with hydrostatic/hydraulic power finisher with sensor or control to the required grade ,level and alignment, rolling with smooth wheeled vibratory or tandem rollers to achieve the desired compaction as per MORT&H specifications clause 509 and 503.
439.8
206706
470
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
2
13808
6904
Centering & shuttering including Strutting, Propping & removal of forms for Foundation, Footings, bases etc
15
5475
365
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