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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-AOC | ₹1.8 Cr | 1 | Accepted-AOC Responsive Tenderer |
Tender Value
Refer Docs
EMD Value
₹96,200
Closing Date
16 May 2022, 3:00 pmClosed
Superintending Engineer C and M
3rd floor Urban Administrative Building
Mitigation of sewage outfalls at Velachery Lake by providing a collection well and sewer pumping main from Kakkan Nagar Main Road and by providing Gravity Sewer main from Bhavani Nagar, Sastri Nagar and Dr.Ambedkhar Nagar upto Periyar Nagar SPS in De
2022_CMWSS_230763_1
CNT/SEW/MWB/3460/2022-23
Open Tender
Civil Works
Item Rate
180 days
Chennai
Class I A and Class IV B and above
4 documents required · 4 mandatory
₹0
₹96,200
25 Jul 2022
29 Apr 2022
17 May 2022
29 Apr 2022
16 May 2022
5 May 2022
Amount
Bill No. A: Laying of 150 mm dia CI Sewage Pumping Main from Kakkan Bridge upto Periyar nagar SPS
Hire Charges for tractor compressor/JCB fitted with power driller for cutting asphaltic road surface Non Bus route
Supply Laying ,Jointing 150 mm dia 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 includng refilling the trenches, disposal of surplus earth etc; complete at an average depth of 1.5m
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
150 mm D/Soc CI 90º Bend"
150 mm D/Soc CI 45º Bend"
150 mm D/Soc CI 22.5º Bend"
150 mm F/Soc 0.5m
150 mm bell mouth
150mm Sluice valve
80mm Double Air valve
80mm Sluice valve
Supply, conveying and fixing CI D/F 150mm dia pipes as per IS:1537 inside the well at 1.5m depth
Specials for 150 mm Sluice valve
150 mm 1.0m Cut Pipe"
150 mm CI collars"
150 mm F/Spi Tail Piece"
150 mm F/Soc Tail Piece"
Specials for 80mm Air valve
150 mm x 80 mm D/Soc/Fl Tee"
Construction of 80mm Double Air Valve chamber for 150mm dia. pipeline including providing and fixing FRC cover and frame of size 60 x 60cm for size 1.2 x 0.9 x 1.8 m
Cutting C.I Pipes
150 mm dia"
Jointing the double flanged specials with rubber insertion to the required specifications with M.S bolts and nuts, complete.
Barrication work along one side of the trench for laying the pipe line with casuarina post at 1.52m centre to centre (8 to 10 cm dia. and 1.52m height) verticals, painting the vertical posts in different colours, tieing with coir rope, fixing danger flags, danger lights, reflectors including watching during night for 1 metre.
Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water@ Rs.60/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for 150mm dia pipe
Providing thrust blocks with Plain Cement Concrete in 1:3:6 with 40mm HBG for the CI pumping main including the cost of shuttering, compaction, curing etc. complete.
150 mm D/Soc CI 90º Bend"
150 mm D/Soc CI 45º Bend"
150 mm D/Soc CI 22.5º Bend"
Supply Laying ,Jointing 300 mm dia 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 includng refilling the trenches, disposal of surplus earth etc; complete at an average depth of 3m
Construction of Leaping weir as per drawing inside the Rajbhavan Canal / Storm water drain using 1:2:4 Plain cement concrete with necessary anchoring arrangement complete etc., as directed by the Engineer at site.
Supply, delivery and fixing at site 300 X300mm S.S Grating with Handle and frame including clamping arrangement in strom water drain as per drawing and as directed by the Engineer
Bill No:B Laying of 250 mm dia DWC gravity sewer main at Sastri nagar & Kakkan nagar Main road and Laying of 300 mm dia CI gravity sewer main From Bhavani Nagar to Periyar nagar SPS
Engaging Tractor Mounted compressor machine for dismantling the concrete portion
Supplying, Laying and jointing of Double wall corrugated /structured wall plastic polyethylene/polypropylene pipes DWC PE or PP of class SN-8 with non-smooth external Annular Corrugated and Smooth Internal Surfaces in Standard lengths with online coupler and spigot type confirming to IS 16098 (Part-2) 2013 / EN: 13476-3 (latest revision) including elastomeric sealing ring gasket suitable for DWC PE or PP pipes conforming to IS: 5382 (latest revision), freight,insurance, loading into the truck and transporting to the stores / site.. etc 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, aligning and testing of DWC PE or PP pipes, watering and ramming to consolidation, etc., complete
295/ 250mm OD/ID DWC PE or PP Pipe
at 1.0m deep
at 1.5 m deep
at 2.0m deep
Supply Laying, Jointing 300 mm dia 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 includng refilling the trenches, disposal of surplus earth etc; complete at an average depth
300mm dia CI Pipe - LA Class
at 2.0m deep
at 2.5m deep
at 3.0m deep
at 3.5m deep
Construction of machine hole using sulphate resistant cement including earth work excavation, providing CI steps, benching and channelling connection and fixing of frame with door, disposal of surplus earth etc at
at depth of 1.0 m
at depth of 1.5 m
at depth of 2.0 m
at depth of 2.5 m
at depth of 3.0 m
at depth of 3.5 m
Providing, and fixing dummy at upstream side downstream of the manhole with safety gadgets
Provision for erection of borewells of size 6" to 8" dia in Sedimentary formation using hand boresets including insertion of casing pipes supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading
Labour Charges for inserting 150mm/200mm/250mm dia (M.S.Casing pipes assembly with slots or with out slots) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer CMWSS Board
Hire charges for diesel pumpset for 7.5 HP
End Concrete for 300mm dia DWC & CI Pipe
Disposal of surplus earth.
Removing dummy at upstream and downstream of the manhole with safety gadgets
Barrication work in different colour, tying with coir rope, fixing danger flags, danger lights and reflectors including watching during night hours for 1 meter
Supplying and Filling Quary dust
Providing and fixing FRC cover and frame of size 60 x 60cm including necessary masonry work and plastering, etc., complete
Construction of Leaping weir as per drawing in Storm water drain using 1:2:4 Plain cement concrete with necessary anchoring arrangement complete etc., as directed by the Engineer at site.
Supply, delivery and fixing at site 300 X300mm S.S Grating with Handle and frame including clamping arrangement in strom water drain as per drawing and as directed by the Engineer
Supply and erection of Cast Iron single faced manually operated non rising type 300mm dia penstock with extension rod of 5.5m length 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.
BILL NO:C Construction of Lift Station at Kakkan Nagar with allied EMI works
Construction of Collection Cum Suction Well
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.
Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete.
For 0 to 2 m depth
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for RCC well curb and well steining.
From 1 m above ground level to 3.0 m below ground level (Curved surface)
5 m to 6 m above invert of well
5 m to 6 m below GL
Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (River sand) 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, Mixer, vibrator, etc. as per standard specification and as directed at site
From 1.5 m above ground level to 1.5 m below ground level
From 1.5m to 4.5m below ground level
From 4.5m to 7.0m below ground level
Cement concrete 1:2:4 using Crushed stone sand (M-sand) and 20mm gauge hard broken stone jelly & SRC for plain concrete works including laying ramming curing, etc., complete.
4.5m to 7m depth
Providing point edge to well curb using ISA 200x150x16 mm of weight 42.20 kg/m
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.
2 m dia well
First depth of 2m
Second depth of 2m
Third depth of 2m
Fourth depth of 2m
Plugging the bottom of the well using C.C 1:3:6 using Crushed stone sand (M-sand) and 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
4.5m to 9m depth
Supplying, fabricating CRS bars manufactured by Primary steel including cost of steel, binding wire, cutting, cranking and tying, in position with binding wire assembly etc complete.
Plastering with cement mortar 1:3 (SRC) using Crushed stone sand (M-sand) for 20mm thick including curing, etc., complete
Plastering with cement mortar 1:3 (SRC) using Crushed stone sand (M-sand) for 12mm thick including curing, etc., complete.
Refilling with excavated earth complying with standard specifications for filling in foundations & basement other than sand including watering & consolidating etc.,
Disposal of surplus earth
Supply and erection of Cast Iron single faced manually operated non rising type 300mm dia penstock with extension rod of 5.5m length 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.
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. Outer frame and 50x10mm SS flats spaced at 35mm centre to centre to serve bar screens inside the screen well
Supplying and fixing C.I.steps.
Supplying and fixing FRC cover and frame of size 60x60cm including necessary masonry work and plastering etc complete.
Precast slab 100mm thk in Cement Concrete 1:2:4 using Crushed stone sand (M-sand) and 12 to 20mm gauge hard broken stone 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,as per drawings,or as directed etc., complete.
Colour washing two coats over one coat of white washing
Supplying and fixing PVC water bar, 150 mm wide for construction joint
Pipes & Specials for suction well
Delivery Pipe & related Specials within Well
100 mm dia CI D/F Duckfoot 90 Deg Bend
150 x 100 mm CI D/F taper
150 mm dia CI - 3m D/F pipe
150 mm dia CI - 2m D/F pipe
150 mm dia CI - 1m D/F pipe
150 mm dia CI - 0.5m D/F pipe
150 mm dia CI D/F 90 deg Bend
150 mm dia CI - 1.5m D/F pipe
Delivery Pipe & related Specials within Valve Chamber
150 mm dia CI - 0.5m D/F pipe
150 mm dia CI Non-Return Valve
150 mm dia CI - 0.5m D/F pipe
150 mm dia CI Sluice Valve
150 mm dia CI - 0.5m D/F pipe
Common Header Pipe & related Specials within Valve Chamber
150 mm dia CI - 0.5m D/F pipe
150 mm dia CI Sluice Valve
150 mm dia CI Fl/Spi Tail Piece
150 mm dia Blank Flange
Jointing the C.I.Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete and testing the pipies to the required pressure with water (including cost of jointing materials) For depth upto 2m,
100 mm dia
150 mm dia
Mild Steel Plain Outdoor Kiosk
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 as per SS 20B with initial lead of 10 mts and lift of 2.00 mts.
Supplying and filling sand for foundation and basement including watering consolidating ramming etc. complete
Cement Concrete 1:3:6 using broken jelly 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing etc.complete
Stock brick work with second class bricks in C.M 1:4 for 23cm thick wall including curing etc. complete.
a) 1.5m above GL and 1.5m below GL
b) ground floor
Granolithic flooring 25mm thick with cement concrete 1:2:4 mix using 3-10mm chips and top surface rendered smooth with cement including thread lining 25mm dia GI pipe of necessary length for water outlet curing etc. complete.
Plastering with cement mortar 1:4 for 12mm thick including curing etc. complete
Supplying and providing chain link fence with RCC post. The RCC posts will be of 2.5m c/c and of 2.75m height. The post will be 100mm square at top and 150 sq.mm at bottom, 2.15m height above ground level and 0.60m below ground level fixed in CC foundation in 1:4:8 of 40mm size stone jelly used. The foundations is of size 45x45x90cm including sand and filling of 15cm height. The fencing will be of chain link 75mm size 10 gauge. The height of fence is 2m after leaving 75mm gap from ground level including fixing the fence with the post using GI binding wire etc. complete.
Supply and delivery of M.S.Kiosk with door arrangements of size 3m x 3m x 3m as per drawing, made up of MS angles alround and roof covered with MS sheet 2mm thick including cutting, welding, grinding, painting with one coat priming coat and two coats of ready mixed paint of superior quality of grey or any other colour, locking arrangements and labour charges etc. complete.
Supply and delivery of gate of size 2m x 2m as per drawing, made up of GI pipes alround and door made up of MS sheet 2mm thick and MS flats 25mmx10mm including cutting, welding, grinding, locking arrangements and labour charges etc. complete.
Construction of Column and Erection of ISMB
Excavation in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel stoney earth and earth mixed with small size boulders as per SS 20B with initial lead of 10m and lift of 2.0m etc. complete.
Upto 2.0 m below GL
From 2.0 m to 3.0 m below GL
Supplying and filling crushed stone sand (M sand) for foundation and basement including watering, consolidating, ramming etc. complete.
Cement concrete 1:3:6 using 40mm gauge hard broken stone jelly including laying in layers of not more than 15cm thick including ramming curing etc complete (M-sand)
1.5 m to 4.5 m below GL
Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m high.
Upto 3.0 m height above and below GL
Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M25 grade (M-sand) 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, Mixer, vibrator, etc. as per standard specification and as directed at site
Upto 1.5 m below GL
From 1.5 m to 4.5 m below GL
Upto 1.5 m above GL
From 1.5 m to 4.5 m above GL
Supplying, fabricating CRS bars manufactured by Primary steel including cost of steel, binding wire, cutting, cranking and tying, in position with binding wire assembly etc complete.
Plastering with cement mortar 1:3 (SRC) using Crushed stone sand (M-sand) for 12mm thick including curing, etc., complete.
Colour washing two coats over one coat of white washing
Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations & basement
Disposal of surplus earth
Supply and fixing ISMB 300mm of 42.2kg/m for 6m on column over suction well
Erecting pulley block of 1 Tonne capacity with a 3m chain including additional chain length of 10m facilitate for horizontal movement on the beam etc complete - For Suction well
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).
Electrical Works for Road Side Pumping Station
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, ATS 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.
Sew. Pump - 770 lpm against a total head of 18 m
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.
Sew. Pump - 4 kVAR
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.
Supplying and fixing of 63 Amps Triple Pole SFU with HRC fuses on suitable angle iron frame with earth connection only.
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.
From 63 Fuse Carriers to 63 Amps SFU & from there to 63 Amps MCCB Switch of MV panel (Wall) size 3.5C, 25 Sqmm
From 32 A MCCB of MV Panel to Control Panel of Sew. Pump (Wall) size 4C, 6 Sqmm
From 32 A MCCB of MV Panel to Sew. Pump Capacitors (Wall) size 3C, 10 Sqmm
From 32A MCB of MV Panel to LDB (Wall) size 4 core 10 sq.mm
From control Panel of Pump to Local P.B. Station size 3.5 core 25 sq.mm copper (Under ground)
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.
size 3.5C, 25 Sqmm (EB)
size 4C, 16 Sqmm (DG)
Size 4C, 6 sq.mm (Sew. Pump)
size 3C, 10 Sqmm (Sew. Pump capacitor)
Size 4 core 10 sq.mm (LDB)
size 3 core 2.5 sq.mm copper
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.
For Sew. Pump
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).
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.
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.
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.
Light points
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.
Lighting Fixtures
Supply and installation of 215 V - 2 x 40 W Flouresent TL fitting industrial type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
Supply and fixing of water tight bulk head fitting suitable for 100W bulb with lamp guard and lamp.
Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
a) Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete 250W sodium vapour lampwith necessary fitting and other accessories etc.
Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only
Supply and delivery of the following safety equipment a) 5 kg capacity ISI marked dry chemical powder type fire extinguisher
First Aid box ( medium)
Fire bucket - 3 Nos with MS stand
Rubber mat 6mmthick of 1.1 kv grade of size 2m x 1m
Fire safety rules chart
Shock treatment chart
"Caution / Danger" Board
Supply and delivery of the following tools:
Electrical tester
Supply and delivery of Rechargeable emergency lamp with 600mm Fluorocuent lamp, dry type rechargable battery etc.,complete.
Earthing as per ISI specifications with necessary masonary work
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
25 x 6 mm GI Flat
40 x 6 mm GI Flat
Supply, Delivery, erection, testing and commissioning of Ultrasonic Level Transmitter of range 0 - 15 meters in the collection well with necessary mounting arrangements including incidental civil works etc complete.
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.
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