Chennai Metropolitan Water Supply And Sewerage Board Tender
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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Nov 2022
Closing Date22 Dec 2022
Tender Amount₹ 6,83,15,122
Costs
EMD
₹ 3,89,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cnt/sew/ncb/ Amrut- 2.0 And Singara Chennai 2.0/005/2022-23
Description
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Contact
Tender Id
2022_CMWSS_267348_1Bid Award Id
ViewTender No
CNT/SEW/NCB/ AMRUT- 2.0andSingara Chennai 2.0/005/Tender Authority
Chennai Metropolitan Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://https://chennaimetrowater.tn.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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250 mm diameter
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at 3.5m depth
282
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at 4.0m depth
182
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350 mm diameter
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at 3.0m depth
40
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Corrugated DWC HDPE pipes
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Supplying Double Wall Corrugated HDPE pipes (SN 8 grade) as per the latest revision of IS 16098: 2013 with ISI markings on it, laying and jointing the pipes with rubber joint using sealing rings as per IS 5382, testing of DWC HDPE pipes including earth work excavation in hard stiff clay,stiff black cotton,hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m and lowering into trenches and aligning, bedding, haunching and initial backfilling extending upto 150mm above soffit of the pipe using stone dust, refilling the trenches with excavated soil as per IS 16098(Part 2):2013, watering and ramming to consolidation, disposal of surplus earth etc., complete including the cost of jointing materials.(As per data enlcosed)
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250 (253.6 mm OD)
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at 1.5m depth
2241
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at 2.0m depth
560
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at 2.5m depth
418
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at 3.0m depth
317
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300 (304 mm OD)
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at 3.0m depth
38
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Construction of maintainence holes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, Maintainence hole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each Maintainence hole (As per the type design drawing for maintainence holes).
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Maintainence hole Size 1.05 X 0.90 m
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at 1.5 m depth
98
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Construction of Precast circular RCC maintainence holes using sulphate resistant cement with M30 design mix concrete including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA anglesincluding material and labour cost, Providing CI steps,fixing FRC Maintainence hole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement ) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast maintainence holes at the required position as directed by the engineer at site including testing the Maintainence hole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths.
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For Sewer diameter upto 450 mm
Maintainence hole Size 1.20m Dia
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at 2.0 m depth
23
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at 2.5 m depth
15
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Construction of RCC maintainence holes using sulphate resistant cement with M30 design mix concrete including earthwork excavation as per SS20B,providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall,raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC Maintainence hole cover and frame, providing CI steps,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the Maintainence hole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of maintainence holes.
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For Sewer diameter upto 450 mm
Maintainence hole Size 1.20m Dia
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at 3.00 m depth
17
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at 3.50 m depth
9
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at 4.00 m depth
8
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Providing and constructing vertical drop arrangement maintenance hole of 0.6 m and more height as required including providing and jointing special such as double T. Bend required stoneware pipe fixed in m-100 C. C. at required level as type design cutting, jointing and filleting as per specification etc. complete.
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DWC pipes (mm dia)
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250 mm diameter
22.58
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Road cutting works
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Non bus route asphalt roads
6088
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Concrete roads
238.5
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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.
8156
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Supplying and fixing 150mm dia MS Ventilating columns 6.0m length with CI Base for Ventilating column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia stoneware pipe to a length of 6m for each column with 100mm SW stopper including cost of joining materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, earthwork excavation, refilling etc., complete.
9
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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
59
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Supplying and filling stone dust for foundations and basement including watering consolidating ramming, etc., complete
1214.76
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
6012.47
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Disposal of surplus earth
1427.31
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Cutting Pipes
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DWC
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250 mm diameter
118
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300 mm
2
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CI
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250 mm diameter
16
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350 mm diameter
2
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Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete
-
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a. 110mm dia upto a depth of 1.0m
8976
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b. 160mm dia upto a depth of 1.5m
2244
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Inspection Chamber : Construction of inspection chambers of following sizes with earth work excavation for foundation, 23cm thick concrete bed using 40mm brick jelly concrete in C.M. 1:4:10 for foundation, brick work in C.M. 1:6 for chamber, plastering with C.M. 1:3,12mm thick, benching, channelling, supplying and fixing 45x45cm medium weight L.S. cover and frame, etc., complete for
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60 x 60 x 105cm
816
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60 x 60 x 150cm
204
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BILL NO. 2. AUXILLARY PUMPING STATION AT ANNAI SATHYA NAGAR (LS)
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Bill No 2. A. GRIT / SUCTION WELL (3 m dia)
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Earthwork excavation in hard stiff clay, stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B.with initial lead of 10m and lift of 2.0m
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For 0 to 2 m depth
37
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for RCC well curb and well steining.
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Upto 1m above and 3m below GL
90
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix. Sulphate resistance cement concrete of M30 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc. as per standard specification and as directed at site
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Up to 1.5m Below & 1.0m above ground level
22
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From 1.5m to 4.5m below ground level
3
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From 4.5m to 9.0m below ground level
3
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C.C 1:2:4 using 20mm gauge hard broken stone jelly for PCC works using Sulphate resistance cement including laying, ramming, curing etc complete for benching and channeling as directed.
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4.5m to 9m depth
2
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Providing point edge to well curb using ISA 150x75x10 mm of weight 16.9 kg/m
191.2
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Sinking of well below water level including all incidental charges using special tools and plants such as air compressior, helmet etc., complete and including baling out water
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3m dia well
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First depth of 2m
2
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Second depth of 2m
2
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Third depth of 2m
0.46
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Plugging the bottom of the well using C.C 1:3:6 using 40mm gauge hard broken stone jelly with 10% excess cement for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing etc complete
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4.5m to 9m depth
2.6
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Supplying and fabricating CRS bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows
3569.9
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Plastering with C.M.1:3 Using Sulphate resistance cement for 20mm thick including curing etc complete.(well inner)
72
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Plastering with C.M.1:3 for 12mm thick including curing etc complete.(well outer)
15
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Refilling with excavated soil (other than sand) complying with standard specifications for filling in foundations & basement
16
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Disposal of surplus earth
66
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Supplying and fixing C.I.steps.
23
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Colour washing two coats over one coat white washing
15
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Supply and erection of Cast Iron single faced manually operated rising type 350mm dia penstock conforming to relevant IS with IS markings on it, having cast iron door and frame with Gunmetal seating, spindle made of Stainless steel, CI head stock with gear arrangment and hand wheel fitted in well.
1
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Supplying and fixing SS screen of grade 316. The screen shall be fabricated out of stainless steel flats of 50 x 10mm. The outer frame also shall be of 50 x 10mm fixed inside the well for seating the screen. The screen shall be so fabricated that the inclined portion of the screen is fixed and the horizontal portion of the screen is a removable one for lifting the pump for maintenance purpose.
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outer frame and 50x10mm SS flats spaced at 35mm centre to centre to serve bar screens inside the screen well
1253
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Supply and installation of SS open mesh flooring with 25x6mm thick flats for outer frame and 25x3mm SS and 12x3mm SS flats spaced at 30mm and 60mm respectively and 50x10mm SS flats for mesh support and 50x50x6mm SS angle for opening forming a mesh over the surface of the well etc,complete
322
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Bill No 2. B. RCC COLUMN & ISMB
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix. Sulphate resistance cement concrete of M30 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc. as per standard specification and as directed at site
-
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upto 1.5m from G.L
0.1
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1.5 m to 4.5m above G.L
0.5
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high.
-
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upto 3.0m from G.L for column
4.8
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above 3.0 m to 4.0 m
2.4
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Supplying and fabricating CRS bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works
54
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Plastering with C.M.1:3 for 12mm thick including curing etc., complete.
8
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Colour washing two coats over one coat of white washing
8
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Supply and fixing ISMB 300mm of 42.2kg/m for 3.6m on column over screen/grit well
160
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Erecting pulley block of 1Tonne capacity with a 6m chain including additional chain length of 7m facilitate for horizontal movement on the beam etc complete
1
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Painting with superior quality ready mixed paint of chocolate, light green, grey or any other approved colour over ISMB (for new iron work two coats).
4
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Bill No 2.C. SILT PIT - 1.5 m x 1.5 m x 1.2 m
-
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Earth work excavation in all kinds of soils except hard rock requiring blasting inclusing of shoring strutting and bailing out water whereever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing surplus earth within in compound in places as shown by the departmental officers clearing and levelling the site with initial lead of 10mts. and lift of 2m etc. complete.
13
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Supplying and filling with sand for foundation and basement as per standard specification
2
-
-
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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
1
-
-
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix. Sulphate resistance cement concrete of M30 grade (using SRC) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc. as per standard specification and as directed at site
4
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-
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Supplying and fabricating CRS bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works
322
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-
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Providing formwork with centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3.0m high etc complete complying with standard specifications.
22
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-
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Plastering with cement mortar 1:3 (SRC) for 20mm thick including curing, etc., complete.
11
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Plastering with cement mortar 1:3 (SRC) for 12 mm thick including curing, etc., complete.
10
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Refilling with excavated soil (other than sand) compling with standard specification for filling in foundation and basement etc. complete
5.28
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Disposal of earth work
7.67
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Bill No 2. D. SILT PIT RAISER ARRANGEMENTS
-
-
-
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Supplying, conveying and fixing the following CI specials as per IS 1538 etc. complete.
-
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-
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From Desilting pump to silt pit
-
-
-
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100mm dia D/F CI Pipe -0.5m length
2
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-
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100mm dia D/F CI Pipe -1.0m length
2
-
-
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100mm dia D/F CI Pipe -2.0m length
2
-
-
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100 mm dia D/F CI bend 90o bend
2
-
-
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100 mm D/F 90oDuck Foot Bend
1
-
-
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Supplying and laying 100 mm dia CI D/F pipe - 2m length including earthwork excavation in all kinds of soil, including refilling the excavated earth etc. complete.
2
-
-
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Making flanged joints -100 mm dia including cost of jointing materials (Labour only)
11
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-
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Supplying, laying , jointing and testing 110 mm dia UPVC pipes SN8-SDR 34(S 16.5) AS PER IS 15328/2003 pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10m , lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23 cm thick watering , ramming to consolidation , depositing the surplus earth, etc. complete at an average depth of 2.0m.
8
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Bill No 2.E. VALVE CHAMBER - 1.5 m x 3.4 m x 1.5 m
-
-
-
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Earth work excavation in all kinds of soils except hard rock requiring blasting inclusing of shoring strutting and bailing out water whereever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing surplus earth within in compound in places as shown by the departmental officers clearing and levelling the site with initial lead of 10mts. and lift of 2m etc. complete.
28
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-
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Supplying and filling with sand for foundation and basement as per standard specification
3
-
-
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Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly & SRC for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete
2
-
-
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix. Sulphate resistance cement concrete of M30 grade (using SRC) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, etc. as per standard specification and as directed at site
6
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-
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Supplying and fabricating CRS bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works
512
-
-
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Precast slab in Cement Concrete 1:2:4 using 12-20mm BG jelly for reinforced cement concrete works including cost of steel, centering, shuttering and cost of steel reinforcement and including laying in position, compacting, curing, finishing, etc., complete.
7.3
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Providing formwork with centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3.0m high etc complete complying with standard specifications.
35
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-
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Plastering with cement mortar 1:3 (SRC) for 20mm thick including curing, etc., complete.
15
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-
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Plastering with cement mortar 1:3 (SRC) for 12 mm thick including curing, etc., complete.
18
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-
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Refilling with excavated soil (other than sand) compling with standard specification for filling in foundation and basement etc. complete
11.2
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Disposal of earth work
15.95
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-
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Supplying and fixing C.I.steps.
5
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-
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Bill No 2.F.CANAL CROSSING WORK
-
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-
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Clearing heavy jungle
18
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Earthwork excavation and depositing on bank with initial lead of 10 metres and initial lift 2.00m (in all type of strata) in hard stiff clay stiff black cotton, hard red earth, shales, Muram, gravel, stoney earth and earth mixed with small size boulders S.S. 20-B. (excluding timbering and bailing out sub-soil water) as per P.W.D. standard schedule of rates for Chennai City.
-
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-
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0.0 m to 2.0 m depth
28
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-
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Supplying and filling sand for foundation and basement including watering, consolidating, ramming etc. complete.
3
-
-
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Cement concrete 1:3:6 using 12 to 20mm gauge hard broken stone jelly for plain cement concrete works including laying, compacting, curing, etc., complete.
1
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-
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the Board officers complete.
4.04
-
-
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Supplying and fabricating CRS/Thermo Mechanically Treated High Corrosion Resistance bars manufactured by Primary steel producers/Integrated Steel Plants as per IS:1786-2008,including fixing with binding wires, assembling and laying in position for all RCC works as follows
404
-
-
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Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high
14.1
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-
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20mm thick sand faced cement plaster on wall upto hight 10 meters above ground level consisting of 12mm thick backing coat of CM 1:3 ( 1 cement : 3 sand ) and 8mm thick finishing coat of CM 1:1 ( 1 cement : 1 sand ) etc complete
4
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-
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White washing three coats
4
-
-
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Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement
20
-
-
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Disposal of surplus earth
8
-
-
... More
Supplying and fixing of Steel Structures for carrying the 300mm dia Pumping Main across the canal
2508.29
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-
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Painting with superior quality ready mixed paint of chocolate, light green, grey or any other approved colour over ISA & Plates (for new iron work two coats).
50
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-
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3. RISING MAIN AT ANNAI SATHYA NAGAR
-
-
-
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Supply, laying and jointing CI S/S pipes LA-class with EDPM rubber gaskets including earth work excavation in hard stiff clay,black cotton, hard red earth,shales,murrum gravel, stoney earth and earth mixed with small size boulders depositing the earth on banks with initial lead of 10m, carting the pipes to the site of work lowering in to the trenches, aligning including disposal of surpulus earth, refilling the trenches etc, complete at an average depth of 1.5-2.0m.
-
-
-
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300 mm Diameter
480
-
-
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Supply, conveying and fixing CI specials like Tee, Bends and Tapers as per IS 1538 including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc. at any depth.
-
-
-
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300mm D/Soc CI 90º Bend
6
-
-
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Supplying, conveying and fixing the sluice valves, Scour Valve, Reflux Valve as per IS 14846/2000 PN 1 with tail pieces including fixing the surface boxes/valves, covers. and CI double air valve as per IS14845/2000 with ISI marking including lowering, Aligning etc,m complete
-
-
-
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150 mm DN Sluice valve
2
-
-
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200 mm DN Sluice valve
1
-
-
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80 mm Double Air valve
1
-
-
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150 mm Non Return valve
2
-
-
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80 mm Sluice Valve for isolation of AV
1
-
-
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300 mm DN Sluice valve
1
-
-
... More
Supply, conveying and fixing CI D/F pipes as per IS:1537 and CI SS/DF specials like Tee, Bends and Tapers as per IS 1538 including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc. at any depth.
-
-
-
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For Delivery Main
-
-
-
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100 mm D/F 90oDuck Foot Bend
2
-
-
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150 mm x 100 mm Flange taper
2
-
-
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150 mm D/F C.I cut pipe - 1.0m long
2
-
-
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150 mm D/F C.I cut pipe - 3.0m long
2
-
-
... More
150 mm D/F 90o Bend
2
-
-
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150 mm D/F C.I cut pipe - 1.5m long
2
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150 mm D/F C.I cut pipe - 1.0m long
2
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150 mm D/F C.I cut pipe - 0.5m long
2
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300 mm x 150 mm A/Flange C.I Radial Tee
2
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300 mm D/F C.I cut pipe - 1.0m long
1
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300 mm F/Spi Tail Piece
1
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300 mm Dummy Flange
1
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Rising Main Specials for Canal Crossing
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300 mm D/F 90oDuck Foot Bend
2
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300 mm D/F 90o Bend
2
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300 mm D/F C.I cut pipe - 1.5m long
2
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300 mm D/F C.I Pipe
15
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300 mm F/Spi Tail Piece
1
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300 mm F/Soc Tail Piece
1
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300 mm x 200 mm A/Soc C.I Tee
1
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200 mm F/Spi Tail Piece
1
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200 mm D/F C.I cut pipe - 1.0m long
1
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200 mm D/F C.I cut pipe - 0.5m long
1
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200 mm D/F 90o Bend
1
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300 mm x 80 mm D/Soc/Fl Tee
1
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Provinding D/F pipe
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150 mm Diameter 0.5 m length
2
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300 mm Diameter 0.5 m length
1
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Construction of chamber for valves including providing and fixing L.S. cover and frame of size 60 x 60cm
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200 mm Dia sluice valve
1
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300 mm Dia sluice valve
1
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Construction of for Air valve chamber including providing and fixing L.S. cover and frame of size 60 x 60cm
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80 mm Dia Double Air valve
1
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Jointing the CI specials with molten lead and yarn including caulking the joints and testing to the required pressure with water. (Including cost of Jointing materials)
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300mm
16
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200 mm
1
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80 mm
1
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Cutting C.I Pipes
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300 mm dia
9
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Cutting Asphaltic Road
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Non Bus Route
360
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Jointing the double flanged specials with rubber insertion to the required specifications with M.S bolts and nuts, rubber gasket etc., complete.
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300 mm
44
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200 mm
4
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150 mm
20
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80 mm
2
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100 mm
2
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Testing of CI pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs.60/KL) and testing to recommended pressure in convenient streches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete.
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300 mm Diameter
480
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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
960
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Cement concrete 1:2:4 using 20mm gauge hard broken stone jelly & SRC for plain concrete works including laying ramming curing, etc., complete.
0.1
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Providing thrust blocks with Plain Cement Concrete in 1:3:6 with 40mm HBG for the DI pumping main including the cost of shuttering, compaction, curing etc. complete.
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300mm D/Soc CI 90º Bend
6
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150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board)
1
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Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber /Polyurethane/PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel/SS304/Die cast Aluminium/Carbon Steel with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of
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submerged or buried operation. Signal Converter shall be pulsed DC coilexcitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume.”Converter shall be supplied with a programmable low flow drop out and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self- prompting menu driven. Flow meter test calibration certificate should be provided with life cycle test certificate from FCRI/NABL accredited lab.
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300 mm
1
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Bill No 4. SUPPLY, DELIVERY, ERECTION & COMMISSIONING OF ELECTRICALLY DRIVEN NON CLOG SUBMERSIBLE SEWAGE PUMPSETS WITH ALLIED ELECTRICAL WORKS FOR SEWAGE LIFT STATION NEAR ANNAI SATHYA NAGAR, FOR UGSS
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Supply, delivery, erection, testing and commissioning of non-clog submersible sewage pumpset with following duty point, driven by 3 Ph, 415 V, AC, 50 Hz, Electrical Motor with suitable weather proof cable (Copper ) of total length of 20 m, control panel, Pedestal Coupling, required length of guide wire / guide pipe, M.S.(GLVD) lifting chain, necessary level controlling probes with sufficient length of armoured copper LTUG cable to connect the probe from the junction box to the control panel, fasteners including laying of pump cable under ground with suitable conduit and clamping on walls in trays and incidental civil works etc.complete.
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Sew. Pump - 1267 lpm against a total head of 11 m
2
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Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete.
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Sew. Pump - 2 kVAR
2
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Supplying and fixing of 63 Amps Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete.
1
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Supplying and fixing of 63 Amps Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only.
1
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Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel with aluminium bus bars and consisting of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, etc., complete with incidental civil works and comprising of following;
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Capacity of M.V. Panel - 63 Amps
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63 A FP(SN) MCCB 25 kA (for EB) - 1 No
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20 A TP MCCB 25 kA for Sew. Pump - 2 Nos
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20 A TP MCCB 25 kA for Grit Pump
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16 A TP MCCB 25kA (for Grit Pump cap.)
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16A TPMCCB25kA (forSew. Pumpcap.)-2Nos
1
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Supplying and clamping of variuos sizes of PVC insulated PVC sheathed armoured aluminium LT UG cable by MS clamps on wall or in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.
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From 63 Fuse Carriers to 63 Amps SFU & from there to 63 Amps MCCB Switch of MV panel (Wall)
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size 3.5C, 25 Sqmm
10
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From 20 A MCCB of MV Panel to Control Panel of Sew. Pump (Wall)
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size 4C, 6 Sqmm
20
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From 16 A MCCB of MV Panel to Sew. Pump Capacitors (Wall)
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size 3C, 6 Sqmm
30
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From 32A MCB of MV Panel to LDB and PLC Panel (Wall) size 2 core 4 sq.mm
30
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From control Panel of Pump to Local P.B. Station and for PLC signal cables
size 3 core 2.5 sq.mm copper (Under ground)
100
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Supplying and fixing of cable gland and termination with Al. cable lugsfor the following sizes of PVC insulated PVC sheathed armoured alumunium LT UG cable and with earth connection.
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size 3.5C, 25 Sqmm (EB)
4
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size 4C, 6 Sqmm (DG)
2
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Size 4C, 6 sq.mm (Sew. Pump)
4
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size 3C, 6 Sqmm (Sew. Pump capacitor)
4
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Size 2 core 4 sq.mm (LDB &PLC)
6
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size 3 core 2.5 sq.mm copper
25
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Supply delivery and fixing of out door weather proof junction box fabricated in MS sheet steel (12 SWG for front 14 SWG for other sides) near the suction well for terminating the Pump power cable and control cable on an angle iron frame at convenient height for working and above the local MFL with provision for terminal block & earthing as per IS including incidental civil works etc.,complete.
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For Sew. Pump
2
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Supply, delivery and fixing of out door wheather proof Local Push Button station in the compartment provided in the Junction Box with 1 No"ON" and 1 No "OFF" push buttons (the "OFF" push button shall be locable in "OFF" position).
2
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Supply, delivery and erection of Single Phase 6 way
16 Amps, 10kA LDB with the following:
1 No. of 16A, DP RCCB
4 Nos of 6A, SP MCB
in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
1
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Run of 2 of 2.5 sq mm PVC unsheathed aluminium single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.
75
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Wiring with 2.5 sq mm PVC insulated single core aluminium cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire.
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Light points
4
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Wiring with 2.5 sq.mm PVC unsheathed A1. single core cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug pin top in MS box with continuous earth connection by 14 SWG TC wire.
1
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Lighting Fixtures
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Supplying and fixing of box type 4’ 20W single LED fitting complete with TW round block and tube on ceiling or wall with connection.
2
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Supplying and fixing of 18 Watt LED lamp with round type LED Troffer recessed mounted fitting complete.
1
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Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
1
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Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete 120W LED lamp with necessary fitting and other accessories etc.
1
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Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
25
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Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
6
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Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
1
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a)Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher
1
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First Aid box ( medium)
1
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Fire bucket - 3 Nos with MS stand
1
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Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m
1
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Fire safety rules chart
1
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Shock treatment chart
1
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"Caution / Danger" Board
3
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Supply and delivery of the following tools:
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Electrical tester
1
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Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
1
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Earthing as per ISI specifications with necessary masonary work
4
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Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipments 25 x 6 mm GI Flat
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25 x 6 mm GI Flat
25
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40 x 6 mm GI Flat
25
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Operation and maintenance of the installation: Operation and maintenanceof the plant with all auxiliary equipment for a period of 120 days after satisfactory supply, erection , commissioning and operating the entire plant for 30 days, free of cost by the contractor before handing over the plant to the Board.
120
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