Sewage And Infrastructure Development Corporation Of Goa Limited Tender
Calculate bid estimation of Goa SIDCGL Tender
Costs
EMD
₹ 4,92,060Document Cost
₹ 20,000Tender Fee
₹ 6,000
Summary
Providing, Laying, Testing And Commissioning Of Sewerage Network By Trenchless Method Including Construction Of Manholes, Pumping Station, Rising Main And Re Instatement Etc In Sgpda Market At Fatorda In Fatorda Constituency
Description
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Contact
Tender Id
2025_SIDCG_20145_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-13/ 1552/ 24-25 Dt 17/02/2025 Ln1Tender 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 Providing L. Testing commissioning of Sew, Network by Trenchless Method including construction of Manholes, Pumping Stations,Rising mains and reinstatement etc in SGPDA Market at Fatorda in Fatorda Constituency
BOQ Items
... More
For works at depth upto 6.00m
184.96
1276
236008.96
... 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 . - Sump
-
-
-
... More
0.90m to 1.20m
4.78
923
4409.63
... More
Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata. For works of depth upto to 3.00 m
324
835
270540
... More
0.60 to 0.90m
4.78
806
3850.67
... More
For works of depth upto to 3.00 m
96.6
835
80661
... More
Installation charges of Pump
2
86000
172000
... More
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. Antistripping agent @ 0.5% of bitumen content
18
9410
169380
... More
0.90m to 1.20m
13.87
923
12803.86
... More
Supply, Installation, Trial at Site and Commissioning of Pump Control Panel suitable for above pumps. Panel shall have a main MCB, dry run protection, overload and single phasing protection, Panel shall be suitable for indoor application with IP 55 or higher protection. Panel shall also comprise of a level control system to start and stop the pumps at high and low levels respectively.
1
625000
625000
... More
Giving satisfactory Test and Trial and operation of all equipments including skilled and unskilled man power on round the clock per day.
1
45000
45000
... More
1.50m to 1.80m
13.87
1218
16896.1
... More
Supply of heavy duty solid type manhole cover and frame for use under heavy traffic conditions per IS:1726 Part V-1974 having size-
-
-
-
... More
Providing and laying in position cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering,shuttering and finishing. All works upto plinth level
10.95
6635
72626.71
... 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(10kg/cm2)
-
-
-
... More
2.40m to 2.70m
1.59
1569
2498.63
... More
Providing and fixing C.I. foot rest having minimum weight 5.3 kgs in manhole with 20x20x10cm cement concrete locks 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as per standard design.
26
1389
36114
... More
Providing Conversion Flange of SS 304 Material at connection of Rising Main and Discharge header of Pumping Station.
1
2180
2180
... More
1.2m to 1.50m
4.78
1040
4968.6
... More
3.00m to 3.30m
13.87
1864
25857.41
... More
Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata.
-
-
-
... More
600mm x 900mm with weight not less than 250kg
3
34235
102705
... More
Providing,Laying and jointing of unplasticised non-pressure PVC pipes for using underground drainage and sewerage system confirming to IS : 15328 - 2003 stifness class SN-8 (8 KN/m2,SDR -34) including Earthwork in excavation by manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) in all types of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 5km including Bed concrete 1:2:4 (1 cement:2 coarse sand:4 graded granitic a basaltic stone aggregate 20mm nominal size) including rubble packing and Refilling the pipeline trenches with available excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 5km and all lifts and disposal of surplus earth as directed by the Engineer in charge. a)160mm OD
420
2167
910140
... More
1.2m to 1.50m
13.87
1040
14426.88
... More
160 mm - Mixed Strata
175
9900
1732500
... More
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
310.83
498
154790.85
... More
Transporting of surplus excavated material outside the radius of 5 km. Earth
150.19
252
37887.94
... 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 :All kinds of soil. Lift 0-1.50m
46.85
323
15133.84
... More
2.10m to 2.40m
13.87
1452
20142.14
... More
Sewer Line Installation and Pressure Pipe Installation 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.
-
-
-
... More
ii) 1500mm dia x 2300 to 2500mm depth
6
298110
1788660
... More
Size 50 mm NB
10
2950
29500
... More
1.50m to 1.80m
4.78
1218
5819
... More
Providing and Fixing Bolts, nuts and double Plain Washers of different sizes suitable for Flanges, Bends, and Valves at Discharge line.
1
28500
28500
... More
v) 1500mm dia x 3500 to 4000mm depth
1
510703
510703
... 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. Bitumen 80/100 @ 0.20 kg/sq.m
360
17
6120
... More
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
105.6
421
44457.6
... More
250 mm
423.5
1983
839800.5
... More
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
150.19
254
38149.28
... More
Supply of Submersible mono-block Cutter pump for sewage application. Pump with duck foot bend / auto coupling, having discharge greater than 350 Liter per minute at head of 8 meters. Power not exceeding 3 KW, 415 Volts, 1400 /2880 (+/- 5%) rpm, 50 Hz, 3-Phase. Make of Pump : Xylem/Wilo/Darling/WPIL/Grundfos/Aqua/Kishor/ABS. Pump With 5 meter cable. Motor efficiency greater than 70%, Pump Effeciency greater than 20 %. Pump Duty Point shall be minimum 350 Liter per minute at head of 8 meters
2
595000
1190000
... More
2.70m to 3.00m
13.87
1686
23388.19
... More
1.80m to 2.10m
4.78
1335
6377.96
... More
Providing Rubber gaskets at various joints of Flanges Valves etc.
26
350
9100
... More
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Stainless Steel 304 Grade ERW Pipes Size NB 50mm x Wall Thickness 3.5 mm, For Discharge From Pump to Valve Chamber.
12
3172
38064
... More
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. Screen chamber, Sump, Valve chamber
5575.2
105
585395.69
... More
iii) 1500mm dia x 2500 to 3000mm depth
1
327433
327433
... 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.
75
506
37950
... More
3.60m to 3.90m
13.87
2098
29103.46
... More
0.60 to 0.90m
4.78
806
3850.67
... More
2.00m x 0.9 mt with MS plate
1
150000
150000
... 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 . Valve Chamber
-
-
-
... More
12mm cement plaster 1: 3 (1 cement ; 3 coarse sand) finished with a floating coat of neat cement With Neat Cement punning and Extra for providing and mixing water proofing material proportion recommended by the manufacturers.
112
362
40544
... More
Guide Rails for pump mounting and removal Stainless Steel.
2
21900
43800
... More
Providing and laying 30 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.
360
492
177120
... More
0.60 to 0.90m
13.87
806
11180.83
... More
1.2m to 1.50m
4.78
1040
4968.6
... More
2.10m to 2.40m
4.78
1452
6936.93
... 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 : 250 mm dia
4.44
6810
30210.86
... More
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
15.28
2211
33791.82
... More
Making welded flanged joints for SS 304 Pipes and specials with SS 308 quality welding as directed by the engineer incharge.
28
1250
35000
... More
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B). 50 mm NB Size
3
7061
21183
... 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)
106
1867
197902
... 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.
78
397
30966
... More
i) 1500mm dia x 2000 to 2300mm depth
6
200818
1204908
... 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.
58.08
397
23057.76
... More
2.40m to 2.70m
1.59
1569
2498.63
... More
Providing and fixing of rubber bellows to pump discharge line of 50 mm NB
2
17500
35000
... More
250 mm
385
198
76230
... More
Additional cable 50 meters for above pump.
2
190000
380000
... More
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Stainless Steel 304 Grade Flanges Size NB 50mm , For Discharge Pipe.
18
1850
33300
... More
4.80m to 5.10m
9.25
2627
24294.5
... More
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS:14846-2000 and bearing ISI mark double flanged/plain ended with cap. TYPE P.N. 1.6 (Class B ). 50 mm NB Size
3
7597
22791
... More
4.50m to 4.80m
13.87
2510
34818.72
... More
Transportation upto Site
2
15000
30000
... More
1.80m to 2.10m
13.87
1335
18519.12
... 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
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. 250 mm Dia
3
1713
5139
... More
Discharge Pipe supporting Brackets and holding supports set for guiding discharge pipe along wet pit height.
2
38000
76000
... 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.
200
245
49000
... More
0.90m to 1.20m
4.78
923
4409.63
... More
160 mm
192.5
1240
238700
... More
Supplying & fixing of Oil & Grease trap of 24x12x12 inch inside the inspection chamber.
45
31361
1411245
... More
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
200
1725
345000
... More
Centering & shuttering including strutting propping & removal of forms for: Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
204.24
479
97830.96
... More
Construction of manholes conical in shape at top including laying cement concrete 1:1.5:3 (1cement:1.5coarse sand:3graded stone aggregate 20mm nominal size) at base thickness of concrete as per diagram and offset 15cm and PCC 1:2:4 (1cement:2coarse sand :4graded stone aggregate 20mm nominal size)in vertical and conical wall with first class brick work in cement mortar 1:3 (1cement:3 coarse sand) with bricks of class designation 100 kg/sq.cm (wire cut bricks) incl.fixing C.I.footrests confirming to IS 5455/69 or revised whose weight shall not be less than 5.30kg including fixing in manhole at 30cm c/c staggered in 20x20x15cm cement concrete blocks 1:2:4 (1cement : 2 coarse sand : 4 graded stone agregate 20 mm nominal size) and 12mm thick plaster with cement morter 1:3 (1 cement:3 coarse sand) inside and outside with water proofing compound and a floating coat of neat cement & providing and fixing C.I.manhole frame and cover 50cm dia heavy duty both weighing 230kgs in cement concrete 1:2:4 (1cement:2coarse sand:4 graded stone aggregate 20mm nominal size) and applying the frame and cover with coal tar and making channels in cement concrete 1:2:4 ( 1 cement : 2 Coarse sand: 220 4 graded stone aggregate 20mm nominal size) and neatly finished complete as per standard design.Cost of manhole inclusive of frame cover & footrest.
-
-
-
... More
Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II
-
-
-
... More
Standard set of tools, one set of safety appliances, metering instruments and spare parts for pump motors, starters fuse switches MCBs etc. for 2 years maintenance.
1
84000
84000
... More
160 mm
175
130
22750
... More
iv) 1500mm dia x 3000 to 3500mm depth
1
458998
458998
... More
Providing Chemical / Mechanical type anchor Fasteners in SS 304 material for fixing of Duck Foot Bends, and discharge Pipe holding Brackets
60
575
34500
... More
4.20m to 4.50m
13.87
2332
32349.5
... More
Labour charges for , Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves, Bellows and Sluice valves including cost of all labour, and giving satisfactory hydraulic testing, etc. complete
-
-
-
... More
1.80m to 2.10m
4.78
1335
6377.96
... More
1.50m to 1.80m
4.78
1218
5819
... More
Other Items not considerd
1
1000000
1000000
... More
250 mm - Mixed Strata
385
12600
4851000
... 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 . Screen Chamber
-
-
-
... More
Top support / fixing bracket for Guide Rails.
2
12000
24000
... More
3.30m to 3.60m
13.87
1981
27480.43
... More
Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Stainless Steel 304 Grade ERW Bends Size NB 50mm x Heavy Class, For Discharge Pipe.
8
2105
16840
... More
Providing and laying reinforced cement concrete of grade M-25 (Mix design) with coarse sand & graded granatic or basaltic stone Aggregate 20 mm nominal size as per mix design requirment excluding plastering & cost of centering/shuttering & reinforcement. including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer in charge. M-25 grade of reinforced cement concrete by using 410 kg of cement per cu.m of concrete. All works upto floor five level. - Screen chamber, Sump, Valve chamber
68.51
7624
522304.99
... 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
1860449
1860449
... More
Commissioning including giving trial of pump
2
53500
107000
... More
2.10m to 2.40m
4.78
1452
6936.93
... More
Supply and Installation of CRI-SUBMERSIBLE Mixer Flow- 320cum/hr Mode -MD-RP08-T-4/1HP/0.8KW/1450RPM,2Bleads,three phase,50Hz
1
55200
55200
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