Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 1,95,345Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2023_SIDCG_8414_1Bid Award Id
ViewTender No
SIDCGL/Admn-7/FNoTn03/103/2324 Ln01Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Lift upto 1.50 to 3.00 m
46.2
72534
1570
Lift upto 3.00 to 4.50 m
46.2
74890
1621
Lift upto 4.50 to 6.00 m
46.2
77246
1672
Lift upto 6.00 to 7.50 m
16.94
29187
1723
Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata.
-
-
-
Lift upto 0.00 to 1.50 m
34.2
23563
689
Lift upto 1.50 to 3.00 m
34.2
28557
835
Lift upto 3.00 to 4.50 m
34.2
40800
1193
Lift upto 4.50 to 6.00 m
34.2
43639
1276
Lift upto 6.00 to 7.50 m
12.54
17104
1364
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
201.74
100466
498
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
7.81
17269
2211
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
3.31
21985
6635
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
38.49
341604
8874
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.
6043.71
652720
108
Centering and shuttering including struttings, propping etc. and removal of formwork for :
-
-
-
Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.
174.21
104178
598
12mm cement plaster 1:4 (1 cement : 4 fine sand)
174.21
38849
223
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.
174.21
57315
329
Finishing fine with neeru over plaster
174.21
8536
49
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.
174.21
17943
103
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.
5.8
8659
1493
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.
121.04
29655
245
Supply of heavy duty solid type manhole cover and frame for use under heavy traffic conditions per IS:1726 Part V-1974 having size-
-
-
-
1200mm x 900mm with weight not less than
970kg (for sump)
1
102765
102765
600mm x 600mm with weight not less than 250kg
(for screen chamber)
1
33556
33556
Providing lowering,jointing Manual Coarse
Screen with detail specification
1
500000
500000
Penstock Gate
1
300000
300000
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
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
ELECTROMECHANICAL WORKS
-
-
-
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
-
-
-
For 1 DWF pump set, 0.58 LPS ( 25.2 m3/hr) , 15.20 Mtr H, 2 HP
2
143702
71851
For 2 DWF pump set, 1.17 LPS (50.4 m3/hr) , 15.20 Mtr H, 5 HP
1
107801
107801
MS/ CI pipes and specials
-
-
-
Providing double flanged MS/ CI pipes and specials on delivery side of pumps and common manifold. 10 to 12 mm TK
500
96000
192
Erecting, hoisting in position and jointing, testing
MS/ CI D/F pipes and specials erecting , hoisting in position. 150 mm
20
17680
884
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)
-
-
-
For 1 DWF- 65 mm
2
25838
12919
For 2 DWF- 100 mm
1
20708
20708
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
-
-
-
For 1 DWF- 65 mm
2
13696
6848
For 2 DWF- 100 mm
1
11937
11937
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)
-
-
-
50 mm
1
23314
23314
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
-
-
-
For 1 DWF- 65 mm
4
14960
3740
For 2 DWF- 100 mm
2
14232
7116
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.
-
-
-
For 1 DWF- 65 mm
4
5004
1251
For 2 DWF- 100 mm
2
4544
2272
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
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
Providing, installing, fast starter panel
-
-
-
Supplying and erecting No-Volt-Coil for motor having DOL starters upto 7.5 H.P.
2
470
235
Supplying and erecting No-Volt-Coil for motor having DOL starters upto 7.5 H.P
1
235
235
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
Supplying & erecting Water lavel controller 230/ 415V AC., Four way for under ground & Over head tank operation. Water level indicator
1
1304
1304
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
Ligthning Arrestor + EarthPits & Earthing As per Details given in RA - Earthing
1
199346
199346
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
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
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
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
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
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
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
RISING MAIN
-
-
-
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)160 mm
446
553040
1240
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)160 mm
425
49300
116
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
90
152010
1689
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
30
52200
1740
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. 160 mm dia
425
3102500
7300
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
240
200400
835
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.
48
23904
498
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.
119.7
29326
245
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.
60
30360
506
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) .
18
33273
1848.55
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.
60
37860
631
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
6
39810
6635
Centering & shuttering including Strutting, Propping & removal of forms for : vertical surface such as walls
24
11496
479
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