Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 2,05,300Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_SIDCG_8431_1Bid Award Id
ViewTender No
SIDCGL/Admn-7/FNoTn03/103/2324 Ln04Tender 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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Lift upto 1.50 to 3.00 m
113.42
178073
1570
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Lift upto 3.00 to 4.50 m
113.42
183857
1621
... More
Lift upto 4.50 to 6.00 m
113.42
189642
1672
... More
Lift upto 6.00 to 7.50 m
113.42
195426
1723
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Lift upto 6.00 to 7.50 m
113.42
201211
1774
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Lift upto 6.00 to 7.50 m
83.18
151797
1825
... More
Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata.
-
-
-
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Lift upto 0.00 to 1.50 m
53.25
36689
689
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Lift upto 1.50 to 3.00 m
53.25
44463
835
... More
Lift upto 3.00 to 4.50 m
53.25
63527
1193
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Lift upto 4.50 to 6.00 m
53.25
67947
1276
... More
Lift upto 6.00 to 7.50 m
53.25
72633
1364
... 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
763.71
380328
498
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. For Sump and Screen Chamber
17.46
38595
2211
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Providing and laying in position cement concrete 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 : All works upto plinth level For Sump and Screen Chamber
11.25
74627
6635
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Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineer-in-charge. All works upto floor V level. For Sump & Screen Chamber0. M 30 Grade
94.85
841714
8874
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Providing corrosion resistant steel CRS-50 bars of (SAIL, TATA, VIZAG, JSW Steel Ltd.)(Confirming to IS 1786 if 1985) for RCC work including bending, binding & placing in position in all the floors along with factory made precaste concrete cover blocks of specified s izes whose compressive strengthis not less than that of surrounding concrete in the structural member.
14891.72
1608306
108
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Centering and shuttering including struttings, propping etc. and removal of formwork for :
-
-
-
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Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.
423.33
253149
598
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12mm cement plaster 1:4 (1 cement : 4 fine sand)
419.13
93465
223
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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.
419.13
137892
329
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Finishing fine with neeru over plaster
419.13
20537
49
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Finishing wall with superior quality waterproofing cement paint (super snow hem or equivalent) of required shade on new work (three or more coats) to give an even shade.
419.13
43170
103
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Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75x10mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25cm paint, c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
9.3
13884
1493
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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 as directed by Engineer in Charge.
610.97
149687
245
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Supply of heavy duty solid type manhole cover and frame for use under heavy traffic conditions per IS:1726 Part V-1974 having size-
-
-
-
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1200mm x 900mm with weight not less than
970kg (for sump)
1
102765
102765
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600mm x 600mm with weight not less than 250kg
(for screen chamber)
1
33556
33556
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Providing lowering,jointing Manual Coarse
Screen with detail specification
1
500000
500000
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Penstock Gate
1
300000
300000
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Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation , B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. (Note: Wall thickness: 0.23m for depth of 1.2m and 0.35m for balance depth exceeding 1.2m) Size 1.5 X 1.5 X 2.1
1
31646
31646
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Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15x15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame & providing & fixing G.I. fly proof mesh of 26 gauge and providing and applying in 3 coats of oil paint to wooden or steel frame and cement paint to concrete structure. etc. complete as directed by Engineer-in-charge. 0.9m dia x 1.35m height
1
6699
6699
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ELECTROMECHANICAL WORKS
-
-
-
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Providing, installing, commissioning and giving test and trial of Submersible non clog sewage pump set to handle unscreened crude sewage specific gravity 1.05 and solids and organic waste upto 100 mm size. The pump should be capable of delivering a discharge (stated below) against head (stated below) at 1450 RPM speed and suitable for single as well as parallel operation with other pumps. Generally the pump shall conform to IS 9137,IS 5600 with Squirrel cage, induction electric motor A.C. 3 phase, 415 V, 50 Hz, Voltage/frequency variation +/-6% and 3% respectively and 1450 RPM speed motor rating to have a margin of 15% over the maximum power absorbed by any of the pumps during the entire working range of pump. Electric motor shall generally conform to IS : 325. It includes the Autocoupling with integral bend, Guide Pipe( GI), Alloy Steel Lifting Chain etc.Motor Cable should be Submersible Cable type, dual PVC sheathed, Round Copper conductor. Motor should have class "F" insulation and IP68 protection, with sensors for motor
-
-
-
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For 1 DWF pump set, 2.10 LPS ( 7.2 m3/hr) , 9.48
Mtr H, 2.5 HP
2
143702
71851
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For 2 DWF pump set, 6.3 LPS (14.4 m3/hr) , 9.48
Mtr H, 5.0 HP
1
107801
107801
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MS/ CI pipes and specials
-
-
-
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Providing double flanged MS/ CI pipes and specials on delivery side of pumps and common manifold. 10 to 12 mm TK
693.75
133200
192
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Erecting, hoisting in position and jointing, testing
MS/ CI D/F pipes and specials erecting , hoisting in position. 150 mm
20
17680
884
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast iron double flanged manually operated Sluice Valve generally conforming to IS: 14846 - 2000 having body, door, dome, gland in graded cast iron to IS:210 Gr. FG 200Min., four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI410, spindle, Flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and Spur gear box. and back seat bush) TYPE P.N. 1.0 (Class A)
-
-
-
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For 1 DWF Pumps - 80 mm
2
30926
15463
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For 2 DWF- 125 mm
1
25660
25660
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast Iron double flanged single door swing non-return valve generally conforming to IS:5312 part-I, having body, door, cover in graded cast iron to IS:210 Gr. FG 260 and door in CS ASTM A216Gr. WCB for 350mm & above body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ), hinge pin of stainless steel AISI 410, Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.0 (Class A). REFLUX VALVE
-
-
-
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For 1 DWF Pumps - 80 mm
2
16006
8003
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For 2 DWF- 125 mm
1
18438
18438
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron Air valve kinetic double orifice type as per fig DK without isolating valve generally, confirming to IS1 4845/2000 (with latest amendments).Low pressure large orifice chamber with vulcanite coated timber ball resting on moulded rubber seating and chamber having C.I. cowl protection High pressure chamber shall have rubber coated timber ball as float, having Float guides; and LTB or SS orifice nipple. All nuts /bolts shall be of carbon steel of SS. The flange shall be drilled and faced, as per IS1538(part 4 and 6). TYPE P.N. 1.6 (Class A)
-
-
-
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100 mm
1
39967
39967
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Providing and supplying ISI mark CI D/Frefluxvalves (non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) with by pass arrangements PN -1.6
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-
-
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For 1 DWF Pumps - 80 mm
4
22012
5503
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For 2 DWF- 125 mm
2
19888
9944
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Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.
-
-
-
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For 1 DWF Pumps - 80 mm
4
6952
1738
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For 2 DWF- 125 mm
2
5656
2828
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Providing, erecting, commissioning and giving test and trial of LT panel board, 415 Volts, 3 phase 4 wire, 50 Hz, floor mounting, cubicle type, dust and vermin proof with 14 SWG sheet metal and suitable MS angle frame as per detailed specifications. The panel shall comprise 200 A incoming MCCB,MCCB for DG set and Change over , 100 A and 63 A motor feeder MCCBs, indicator lamps, 63 A MCBs for capacitors, 200 A bus bar, 15 KVAr capacitors, APFC relay etc.
1
534810
534810
... More
Providing, laying and fixing Cable Trays and Providing, laying and fixing Cables for Panels, Starters and Motors And Terminating the cables as Instructions and As per Standards
1
147256
147256
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Providing, installing, fast starter panel
-
-
-
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Supplying and erecting No-Volt-Coil for motor having DOL starters upto 7.5 H.P.
2
470
235
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Supplying and erecting No-Volt-Coil for motor having DOL starters upto 7.5 H.P
1
235
235
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Providing ,erecting Pressure gauge of required range complete with syphone tube,isolating cock suitable for 12 mm dia G.I. Pipe.Pressure gauge shall be installed as directed ,with tapping on rising. Pressure gauages
3
5835
1945
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Supplying & erecting Water lavel controller 230/ 415V AC., Four way for under ground & Over head tank operation. Water level indicator
1
1304
1304
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Providing. Lighting for the entire pump house building as per I.E. rules including sodium vapour lamps at outside. 1200 mm long twin fluorescent tube lamps with industrial type reflectors for pump room etc. a portable hand lamp and 1200 mm ceiling fans etc. PUMP HOUSE LIGHTING
1
33660
33660
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Ligthning Arrestor + EarthPits & Earthing As per Details given in RA - Earthing
1
199346
199346
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Standard set of tools, one set of safety appliances,
metering instruments and spare parts for pump motors, starters fuse switches MCCBs etc. for 2 years maintenance
1
50000
50000
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Giving satisfactory Test and Trial and operation of all equipments including skilled and unskilled man power on round the clock per day
1
120000
120000
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ELECTRIC SUPPLY: 3 Phase 415 V , 50 Hz , Supply for 415 Volt LT Supply to Pump House of approx 1 KM length with LT Meetering
1
500000
500000
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Supplying, Erecting and Commissioning of Diesel generating set with alternator of 40 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p.f A.C a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours,alongwith standard accessories, self excited self regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-1968 with voltage regulation +/- 5 %. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti vibratring pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level upto 75 dB at 1.0 m, provided with first filling of oil, diesel etc. and obtaining necessary
1
483182
483182
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Providing,erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift,tested to 50% over load as per IS 3832 carring ISI mark. a) At the screen Chamer. 1 Tonne Capacity
1
15322
15322
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Supply and erecting DCPtype Fire Extinguisher 4.5 kg capacity cartridge type with Gun Metal cap 150 gram CO2 gas cartridge ,power and brackets confirming to IS 2171-1985 and complete erected with necessary clamps made from 50x 6 mm M.S.flat with nuts & bolts grouted in wall complete
1
8556
8556
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Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn,crepe bandage ,guage bandage medicated ready to use bandage (Band-aid) adhesive tape for medical use ,scissors,anti-septic solution (Savion or similar )etc
1
696
696
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RISING MAIN
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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(10kg/cm2) a)225 mm
126
308700
2450
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Jointing of H.D.P.E pipe by heating to the end of pipes with the help of tefflon coated electric mirror /heater to the required tempreture & then pressing the ends together against each other to form a monolithic & leak proof joint by thermosetting process. The pressing may be required to be done with jacks/Hydraulic jack/ Butt fusion machine etc. complete with all materials, labours as directed by engineer incharge. a)225 mm
120
19800
165
... More
Excavation of Shafts for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maintaining the shafts during construction operation and backfilling the same after the complition of work. C)All types of lateritic rock (requiring chiselling) where blasting is prohibited Upto 1.50 Mts Depth
36
60804
1689
... More
Excavation of Shafts for pipe jacking/ramming purpose in soil inclusive of all shuttering, strutting, and shoring and maintaining the shafts during construction operation and backfilling the same after the complition of work. C)All types of lateritic rock (requiring chiselling) where blasting is prohibited. Depth 1.5mts to 3.00 mts
12
20880
1740
... More
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 (10 kg/cm2). Other soil types/Mixed Strata. 225 mm dia
120
876000
7300
... 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 of upto 3.0 m
12
10020
835
... 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.
19.2
9561
498
... 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 as directed by Engineer in Charge.
47.76
11701
245
... 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 metres, including making level the trench surface by utilising the serviceable 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 in charge.
24
12144
506
... More
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) .
7.2
13309
1848.55
... 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 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.
24
15144
631
... More
Providing and laying in position cement concrete 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
3.6
23886
6635
... More
Centering & shuttering including Strutting, Propping & removal of forms for : vertical surface such as walls
14.4
6897
479
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