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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 CrAccepted-AOC NO 5 2 28B RAMAN NAGAR SALEM MAIN ROAD METTUR DAM SALEM DISTRICT 636 403 | SALEM | TAMIL NADU | 636403 | ₹12.1 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹12.5 CrRejected-AOC | ₹12.5 Cr | L2 | Rejected-AOC accepted |
Tender Value
₹14.0 Cr
EMD Value
₹14.0 L
Closing Date
3 Nov 2023, 3:00 pmClosed
Executive officer,Town Panchayat,s.kodikulam
Executive officer,Town Panchayat,s.kodikulam
Water Supply Improvement System at S.Kodikulam TownPanchayat Virudhunagar District under AMRUT 2.0 Scheme
2023_DTP_379229_1
117/2023
Open Tender
Civil Works - Water Works
180 days
Town Panchayat, s.kodikulam
class I
2 documents required · 2 mandatory
₹15,750
₹14.0 L
Yes
Town Panchayat,s.kodikulam
27 Nov 2023
14 Oct 2023
3 Nov 2023
14 Oct 2023
3 Nov 2023
14 Oct 2023
27 Oct 2023
Amount
Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Hard stiff clay, stiffblack cotton soil, hard red earth, shales,murramsgravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil
Earth work open well excavation, complying withrelevant clauses of T.N.D.S.S. Well sinking and with lead up to 10 metres in soft disintegratedrock, laterite, soft rock or kankar, not requiring blasting 2 to 4 m
Open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead up to 10m in Medium rock and Dense medium rock not requiring blasting. 10 to 12 m
Open well excavation complying with relevant clauses of T.N.D.S.S. well sinking and with lead up to 10m in hard granite measured in solid including blasting and stacking 12 to 14m
Earthwork excavation and deposting in bank with initial lead 10 m and lift of 2.0 m in the following classfication of soils bailing out water wherever necessary inculting providing danger light etc., and as directed as per specification SS 20B and Spec First Depth of 2m
Earthwork excavating for foundation and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in Soft rock or kankar ,not requiring blasting etc.,,as per SS 20 A TNDSS NO:23& 24 VI (S2)VI,VII 9,10 1.5LLSUMP
Labour for cutting open road for laying water mains or sewer.I) B.T. Roads (or) Maccadam road Road length given by TP
II) Concrete RoadsRoad length given by TP
Earthwork excavating for Water supply work- ordinary soils such as hard stiffy clay ,stify black cotton, hard red earth, shales, murram gravel ,stoney earth and earth mixed with smal boulders and hard gravellly soils etc,.,HDPE Pipes of 90 mm Hdpe Pipe
110 mm Hdpe Pipe
140 mm Hdpe Pipe
160 mm Hdpe Pipe
180 mm Hdpe Pipe
200 mm Hdpe Pipe
225 mm Hdpe Pipe
250 mm Hdpe Pipe
250 mm Hdpe Pipe
Sand filling for foundation with river sand including consoliding ramming etc. completing as per standard specification and as directed by the engineer-incharge
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specifications.
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Porous concrete 1:2 mix using 20mm ISS HBG Metal RCC
M25 Providing and laying in position,standardlsed concrete Mix M-25 Grate in accordance with IS 456-2000 ,using 20mm and down grade hard broken granite water cement ratio of 0.50, inculding admixer (plasticiser /super plasticier )in recommended proportions as per IS :9103 TO accelerate, retard setting of oncrete ,improve workability without impairig strength and durablity with about (5.0cu.m)7730 kg of stand,but excluting cost of reinforeced grill and fabricatingcharges centering and shuttering and al so incluting laying ,vibrating with mechanical vibrators finishing during etc. complete complying with requirements os IS standards (No separate payment will be made by the depardment for the excess usage of materials) 1.5m to 4.5m below G.L
0 m to 1.50 m below G.L
0 m to 4.5m above G.L
4.50 m to 7.32 m above G.L
7.32 m to 10.98 m above G.L
10.98 m to 14.64 m above G.L
14.64 m to 18.30 m above G.L
M30 Providing and laying in position,standardlsed concrete Mix M-30 Grate in accordance with IS 456-2000 ,using 20mm and down grade hard broken granite water cement ratio of 0.50, inculding admixer (plasticiser /super plasticier )in recommended proportions as per IS :9103 TO accelerate, retard setting of oncrete ,improve workability without impairig strength and durablity with about (5.0cu.m)7730 kg of stand,but excluting cost of reinforeced grill and fabricatingcharges centering and shuttering and al so incluting laying ,vibrating with mechanical vibrators finishing during etc. complete complying with requirements os IS standards (No separate payment will be made by the depardment for the excess usage of materials) 1.5 m to 4.50 m below G.L
Below GL
0 to 4.5 m above G.L
10.98 m to 14.68 m above G.L
14.64 m to 18.30 m above GL
18.30 m to 21.96 m above GL
Centering for sides and soffits of R.C.C. slab surfaces such as beams, lintels roof slabs and sunshades including cost and conveyance of all materials to site and labour charges for centering and structing upto 3.00 m height etc. complete. complying with std. specifications Plane Surface 0.3 to 30.00 m
3.30 to 4.30 above GL
5.30 to 6.30 above GL
7.30 to 8.30 m above GL
8.30 to 9.30m above GL
10.30 to 11.30 m above GL
11.30 TO 12.30 above GL
15.30 to 16.30 above GL
Square Column 0.3 to 30.00 m
3.30 to 4.30 above GL
4.30 to 5.30 above GL
5.30 to 6.30 above GL
6.30 to 7.30 above GL
7.30 to 8.30 above GL
8.30 to 9.30 above GL
9.30 to 10.30 above GL
10.30 to11.30 above GL
11.30 to 12.30 above GL
12.30 to 13.30 above GL
13.30 to 14.30 above GL
14.30 to 15.30 above GL
15.30 to 16.30 above GL
Curved Surface 0.3 to 30.00 m
3.30 to 4.30 above GL
14.30 to 15.30 above GL
15.30 to 16.30 above GL
Circular Column 0.3 to 30.00 m
3.30 to 4.30 above GL
4.30 to 5.30 above GL
5.30 to 6.30 above GL
6.30 to 7.30 above GL
7.30 to 8.30 above GL
8.30 to 9.30 above GL
9.30 to 10.30 above GL
10.30 to11.30 above GL
11.30 to 12.30 above GL
12.30 to 13.30 above GL
13.30 to 14.30 above GL
14.30 to 15.30 above GL
Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ¼” x 4 ¼ “x 3” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. First Floor
Plastering in Cement Mortor 1:3 Mix (one Cement, Three sand ) 10mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete . complying with std. specifications-10 m2.
Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Exterior Emulsion paint Two coats with good quality of Colour pigments including cost of all materials to site and all other labour charges for mixing, applying and proper curring etc., Complete as per Standard Specifications for 10sqm
Supplying fabricating and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Supplying and fixing of M.S grill of approved design for doors, windows and ventilators using necessary mild steel flats for inner and outer memebers which should be fixed to window frames inclusive of priming coat of best approved quality red oxide primer etc., complete complying with standard specifications
Supply and Delivery Fabrication of MSdoors and windows with outer frame andshutter frame in MS angle of size 40mmx 40mm x 6 mm with MS flat 25mm x25mm x 6mm and MS sheet of 18 gaugeincluding ventilating arrangements using 20mm square MS rods with locking arrangements including two coats ofapproved enamel paint over coat of redoxide including cost of angles, plates,sheets, fabrication charges, cost of hold fast and transportation charges etc., complete .
Supply and fixing of steel galazed ventilators of the N type Size 0.45 m x 0.60 m Fabricated with 35*20*4.0m Ms Flats wherever necessary inculding all fixure and application as per standards specification and as directed by departmental officers
Supply fixing in position C.I. Manhole cover 60 x 60 cm (heavy duty) with frame size of the best aproved quality andas per standards specification etc.. Complete..
Provision for CI Step to be placed in staggered manner inculting fixing etc.. Complete and as directed by departemental officers..
Providing Granolythic floor finish of the 25mm thickness with PCC 1:2:4 using 10to12 mm hard broken stone jelly etc.,, 1Sqm
RCC Inside Ladder Supply and fixing in position of R.C.C.(1:1.5:3)Pre cast ladder of length 4 m with vertical postof size 0.1 x 0.15 m and step size of 25 x25 mm with 45cm width for inside the tank using hard broken stone jelly and river sand inculding the cost of reinforcement geills and fabrication charges moulding ,curing finising charges and fixing in possition neatly complyimg with standard specification and as direccted by the departmental engineer etc. complete.
Cut Stones Providing cut stone set in cm1:3 using well dressed cutstone suppoting inlet pipe of size 0.30 x 0.30 x0.15 m for service reservoir etc.,, complete as per standard specification and as directed by Engineer incharges TWAD SOR
RR Masonary Random Rubble masonary in Cement Mortor 1:5 Mix (one cement, five sand) using new best rough and bond stones from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. laying and curing etc. complete. complying with std. specifications. 0 to 1.5 m below GL
Below 1.5 m below GL
Above GL
Shoring, and strutting with sheet piles of size width 400 mm x heightof 3m x thickness of 9mm as per IS 2314-1986 by driving on bothsides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheetpiles at an interval of 1.0m, fixing the sheet piles by connecting thehorizontal strutting with casurina poles of 8cm to 10cm dia. at1.50minterval and including removing the sheet piles after the pipelines areaid, jointed, tested, and stacking it safely for other uses. It includesthe cost of sheet piles and casurina poles including labour charges forerecting the sheet piles, driving the sheet piles, removing the sheetpiles, fixing Casurina poles, etc., complete and all other incidental charges for the depths (i) 0-3mts.,(ii) 0-4mts.,(iii) 0-5mts., (iv) 0-6mts.,(v) 0-7mts. and (vi) 0-8mts.
Refilling with excavated soil (other than sand) in layer of not more than 15 cm thick ,watering well ramming ,consoliding within complying with the standard specification and as directed by Engineer.
Disposal of surplus earth including loading and conveyancewithin a distance of 5 km (basic cost of earth is zero)including loading charges and Conveyance Charges of 5 kms distance.
OHT Ventilator - AC Cylindrical Cowl -100 mm
Supply ,delivery and fixing in postion of water level indicator with float of approved pattern for inner and outer compartments incluting cost of materials etc., and as directed by the dept officers Quotation
Barricating work - Barricading work (Where the lines are in narrow width of municipality area,busy streets like Market, Bus-stand and in the Highways etc.) for laying ofpipe line using casurina poles at 1.50m center to center (8cm to 10cm dia.and 1.80m height) vertical with horizontal poles in two rows, painting thevertical poles in the road facing sides with ready mix paint, tying thevertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing75mm dia. reflectors including earth work excavation for fixing verticalposts and finally removing and stacking the materials safely for further useetc., complete and as directed by TWAD Board officers. Traffic
Non Traffic
Lowering DI Pipes - Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers. 250 mm DI K7 Pumping main
Lowering HDPE Pipes - Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers HDPE Pipes of 90 mm diameter
HDPE Pipes of 110 mm diameter
HDPE Pipes of 140 mm diameter
HDPE Pipes of 160 mm diameter
HDPE Pipes of 180 mm diameter
HDPE Pipes of 200 mm diameter
HDPE Pipes of 225 mm diameter
HDPE Pipes of 250 mm diameter
Jointing DI Pipes Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials) 250 mm dia DI K9
Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers. HDPE Pipes of 90 mm diameter
HDPE Pipes of 110 mm diameter
HDPE Pipes of 140 mm diameter
HDPE Pipes of 160 mm diameter
HDPE Pipes of 180 mm diameter
HDPE Pipes of 200 mm diameter
HDPE Pipes of 225 mm diameter
HDPE Pipes of 250 mm diameter
Testing of D.I /HDPE pipes for water supply with hydraulic testing equipment by filling with water (includingcost of water) and testing to recommended pressure in convenient stretches and attendingthe bursts if any occured during thetest,excluding the cost of pipes but including otherincidential and operational charges etc.,complete for the following diametres of pipes. HDPE Pipes of 90 mm diameter
HDPE Pipes of 110 mm diameter
HDPE Pipes of 140 mm diameter
HDPE Pipes of 160 mm diameter
HDPE Pipes of 180 mm diameter
HDPE Pipes of 200 mm diameter
HDPE Pipes of 225 mm diameter
HDPE Pipes of 250 mm diameter
250 mm dia DI K9
Refilling Trenches Refilling or back filling Trenches with excavated soil (other than sand) after pipe laying in layers not exceeding 20 cm in depth , ramming and consolidation of each layer ,watering etc.. all completed as per standards specation and as directed by the depardment engineer. ,consoliding within complying with the standard specification and as directed by Engineer. HDPE Pipes of 90 mm diameter
HDPE Pipes of 110 mm diameter
HDPE Pipes of 140 mm diameter
HDPE Pipes of 160 mm diameter
HDPE Pipes of 180 mm diameter
HDPE Pipes of 200 mm diameter
HDPE Pipes of 225 mm diameter
HDPE Pipes of 250 mm diameter
250 mm dia DI K9
Construction of Brick work valve chamber with M20 Grade Concrete . The rate should inclute earth work excavation in various soils met with at the site work refilling the pit after the construction of the pit PCC M10 for buliding concrete brickwork in CM 1:5 and plastering with CM :1;5 12 mm thick cost of steel reiforcement fabrication charges cover slab with manhole cover etc.,,and fixing the various in possion inside the pit including laying ,joining of valves HDPE pipes and specials inculting the cost of joining materials such as bolts and nuts RI sheets washers etc..complete and as directed by the Departmental Engineer. 100 mm Sluice Valve Chamber
150 mm DI Sluice Valve
200 mm DI Sluice Valve
250 mm DI Sluice Valve
100 mmDI Scour Valve
50 mm DI Single air valve
250 mm DI NRV
100 mm Flow Control Valve Chamber
150 mm Flow Control Valve Chamber
200 mm Flow Control Valve Chamber
Construction of RCC Spiral Staircase in RCC M25 Using 20 mm HBGS of 1.80m diameter of required height for appra och to the roof of service reservoir with RCC handrails incluting earth work excavaton,providing CC 1:4:8 mix RCC footing 1:1.5:3 ,GL plateform etc., and also incluting cost of reinforcement fabrication charges ,cement ,paint etc., complete as per standards specification and as directed by engineer , the staircase shall be braced to the column of service reservoir at suitable internal.(in the BOQ, quantity column the excate height to be mentioned from GL to roof slab bottom to get total value of work done.)
Supplying of HDPE Pipe of PE 100 grade , PN 10 class conforming to IS 4984 incluting all local and central taxes , transporation, freight charges ,loading and unloading ,conveyence to site and stacking the same ,cost of all labours ,material & etc., complete 110 mm dia HDPE PN 10
160 mm dia HDPE PN 10
DI K7 - Supplying of K7 DI Pipe of dia following dia, conforming to IS 8329-2000 incluting all local and central taxes, transporation, freight charges ,loading and unloading conveyence to side and stacking the same, cost of all labours ,materials & etc complete. 250 mm DI K7
HDPE PIPESSupplying of HDPE Pipe of PE 100 grade , PN 8 class conforming to IS 4984 incluting all local and central taxes , transporation, freight charges ,loading and unloading ,conveyence to site and stacking the same ,cost of all labours ,material & etc., complete 110 mm dia HDPE PN 8
160 mm dia HDPE PN 8
180 mm dia HDPE PN 8
200 mm dia HDPE PN 8
225 mm dia HDPE PN 8
250 mm dia HDPE PN 8
Supplying of HDPE Pipe of PE 100 grade , PN 6 class conforming to IS 4984 incluting all local and central taxes , transporation, freight charges ,loading and unloading ,conveyence to site and stacking the same ,cost of all labours ,material & etc., complete HDPE Pipes of 90 mm PN 6
HDPE Pipes of 110 mm PN 6
HDPE Pipes of 140 mm PN 6
HDPE Pipes of160 mm PN 6
HDPE Pipes of 180 mm PN 6
HDPE Pipes of 200 mm PN 6
DI SPECIAL Supply & Delivery to site of all types of specials such as Tees ,Tapers .Bends ,endcaps etc as per specification. PumPing main
HDPE Specials PN 10 Supply & Delivery to site of all types of specials such as Tees ,Tapers .Bends ,endcaps etc as per specification. 110 mm HDPE bends
110 mm HDPE Tees
160 mm HDPE bends
160 mm HDPE Tees
180 mm HDPE bends
180 mm HDPE Tees
200 mm HDPE bends
200 mm HDPE Tees
225 mm HDPE bends
225 mm HDPE Tees
250 mm HDPE bends
250 mm HDPE Tees
HDPE Specials PN 6 Supply & Delivery to site of all types of specials such as Tees ,Tapers .Bends ,endcaps etc as per specification. 90 mm HDPE bends
HDPE Tees
110 mm HDPE bends
HDPE Tees
140 mm HDPE bends
HDPE Tees
160 mm HDPE bends
HDPE Tees
180 mm HDPE bends
HDPE Tees
200 mm HDPE bends
HDPE Tees
DI Valves Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealingbased signal converter, sealed housing, flanged tube meter for 1.0 Mpa the Through body passage.All the valves are to be compatible for buried application withpressure rating PN 10/16 working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/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 steel 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/ Polyurethrene/ 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 anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation 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. Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or 100 mm DI Sluice valve equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163- 89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight
150 mm DI Sluice Valve
200 mm DI Sluice Valve
250 mm DI Sluice Valve
100 mm DI Scour Valve
Orifice
250 mm NRV
50 mm Air valve
100 mm Flow Control Valve
150 mm Flow Control Valve
200 mm Flow Control Valve
FLOW METER Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converterThe 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, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished. D System 100 mm DI Flow Control Valve
150 mm DI Flow Control Valve
200 mm DI Flow Control Valve
OHT Pipe Connection Providing inlet and outled pipe arrangements (GI Pipe ) inculting cost and labours charges etc..,, complete as per standards specification. Inled pipe 65 mm GI Pipe
Outlet pipe 80 mm GI Pipe
Supply and delivery of 150mm dia C.I D/F Pipe The rate shall inclusive of all charges such as materials and loading ,unloading transporatation charges and all taxes etc., complete as per standards specification. Inled pipe 150 mm CI
Outlet pipe 150 mm CI
Supply and delivery of 200 mm dia C.I D/F Pipe The rate shall inclusive of all charges such as materials and loading ,unloading transporatation charges and all taxes etc., complete as per standards specification. 200 mm DI Inlet pipe
200 mm DI Outlet pipe
Supply and delivery of 250 mm dia C.I D/F Pipe The rate shall inclusive of all charges such as materials and loading ,unloading transporatation charges and all taxes etc., complete as per standards specification. Inled pipe 250 mm DI
Outlet pipe 250 mm DI
150 mm DI PN10 Flanged pipes (2m length pipes) CWSSsump pump
ELECTRICAL WORKS Pump set Submerible pump set Supply and delivery of clear water vertical wet type submersible pump suitable for 100mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 and as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % Duty 275 Lpm and 25 m head 5 HP
Duty 500 Lpm and 15 m head
Horizontal split casting centrifugal pump Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM Duty 1500 LPM and 30 M head
Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately).
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. 5 HP
Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities. Above 30 HP to 40 HP
Providing TWIN Earthing to all starters 5 HP
Above 25 Upto HP 60 HP
Cable : Supply and fixing of 4 sq mm PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENED THEREAFTER.
Supply and delivery of brand new approved make 1.1KV grade armoured aluminium conductor cable confirming to ISS 1554 Part I with ISI Marking including loading ,freight ,transit insurance, incidental charges ,packing ,taxes and unloading ,stacking at sit. 3.5 C X 50 sqmm (Aluminium)(From pole to MV Panl )
3 C X 35 sqmm (Aluminium)(From MDB Panel to Pumpset through starter )
3 C X 10 sqmm (Aluminium)(To Capacitor )
4 C X 4 sqmm (Aluminium)(To Lighting)
3 C X 2.5 sqmm Copper cable for control system
Laying of 1.1 KV Class UG Cable in trench /GI Pipe /on pole as required and as directed by Engineer incharge. 3.5 C X 50 sqmm (Aluminium)(From pole to MV Panl )
3 C X 35 sqmm (Aluminium)(From MDB Panel to Pumpset through starter )
3 C X 10 sqmm (Aluminium)(To Capacitor )
4 C X 4 sqmm (Aluminium)(To Lighting)
3 C X 2.5 sqmm Copper cable for control system
JOINTING OF L.T.CABLES 3,3.5,4CORE 1.1KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFIRMING TO IS 1554 AND AS AMENDED THERE AFTER PARTI WITH ISI MARKING 3.5 C X 50 sqmm (Aluminium)(From pole to MV Panl )
3 C X 35 sqmm (Aluminium)(From MDB Panel to Pumpset through starter )
3 C X 10 sqmm (Aluminium)(To Capacitor )
4 C X 4 sqmm (Aluminium)(To Lighting)
3 C X 2.5 sqmm Copper cable for control system
Supply and delivery of 150mm dia Bourden tube type pressure gauge (glycerin filled) with concentric scale suitable for pumpset in item I duly mounted on a teak wood Board to be fixed on well of the pump house with required copper tube connection with bras..
Supply and delivery of following safety appliances incluting loading, freight, transit insurance,incluting charges ,packing ,taxes and unloading ,stacking at site in good condition including excise duty etc., complete a directed by the TWAD Board Electrical gloves tested to 11 KV/22 KV with wooden box dusted with french chalk powder
Supply and fixing of Electrical quality 6mm thick rubber mat
Supply and fixing of 5KG capacity ISI marked DRY Chemical powder fire extinguisher
Supply and fixing of fire bucket 3 Nos .hooked to MS Stand
Supply and fixing of laminated shock treatment chart
Supply and fixing of wooden first aid box
Supply and fixing of Rechargeable Emergency lamp (600mm fluorencent lamp)
Supply and delivery of Tools required for Pumproom
Provision for DI Pipe connection 250 mm DI PN 10 Flanged pipe (2m length pipes)
250mm DI Bend 90 Deg
250 mm DI A/F Tee
Electromagnetic Flow Meter -250 mm
CWSS Sump Pump -150 mm Electro magnetic Flowmeter
Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements Using charcol, common salt ,GI reducer ,chek nuts etc., masonry work and with 38mm RCC cover slab for the brick masonry steel and fabrication of reiforecementetc., complete in allrespectas directed by the departmental officer
Supplying and run off 8SWD copper wire on wall or below ground level with necessary U nails,earth work excavation and refilling and incluting the cost of all materials etc complete in all respects as diercted by the departmental officer.
Supplying and fixing of 3 Phase DB With MCB 12 way TPMCB sheet steel distribution boards Flush type/Surface type fitted with Bus bars and Neutral links with single /three phase MCB out goings and separate 4 way provision for accommodating one No. 4 pole incoming MCB /Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB/RCD (Totally 8 ways in one segment)(3 x 4 ways in each segment) and separate provision for MCB /Isolator)(Totally 12 Nos. ) for sub incomers in 3 segments with label holder etc.complete in all respects as directed by the departmental officers.
Supply and run off 2 off 2.50sqm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark confirming to IS :694/1990 with continuous earth connection by the mean of 1.50sqm PVC insulated single core unsheaded copper conductor cable to IS:694/1990 in suitable PVC regid pipe 1.8 mm thick concealed in wall for mains incluting the cost of PVC pipe and specials cable,cement ,brass screws,T.W plugs ,saddles and labours etc., complete in all respects as directed by the departmental officers..(derived from SD 55)
Supply and run off 2 off 1.50sqm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark confirming to IS :694/1990 with continuous earth connection by the mean of 1.50sqm PVC insulated single core unsheaded copper conductor cable to IS:694/1990 in suitable PVC regid pipe 1.8 mm thick concealed in wall for mains incluting the cost of PVC pipe and specials cable,cement ,brass screws,T.W plugs ,saddles and labours etc., complete in all respects as directed by the departmental officers..(derived from SD 54)
Supply and fixing of TNEB meter board suitable for 32A three phase service connection with 3 Nos. 32A fuse unit (500V) 32A neutral link and earth link (1" x 1/8" copper flat) on TW plank of size 600mm x 450mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit
Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch with continuous earth wire connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator)
Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 150mm x 100mm x 113mm TW switch box with 3mm thick hylem sheet cover for 5A 3 pin non inter locking wall socket with 5A flush type switch with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour for concealed PVC plug point
18 W 4 feet LED Fitting wioth LED Single side PWD SOR PG NO
Supplying and fixing 12'' (30cm dia)light duty Exhaust fan incluting cost of all materials ,labours ,lead,lift,etc., complete SD 114
HSC Connection-20mm-providing House service connection with MDPE 20mm Pipe (supply,lowerin,jointing& testing ),electrofusing tapping saddle PE 80 blue,PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of size 15mm ,20mm and 25mm size and threaded to suit the corresponding bore sizes of 15 mm dia size (1/2'',), Poly propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly Propylene 90 Degree Compression Elbow with compression joint at both ends,poly Propylene compression female threded Adaptor withmetal insert of ss 304 and protection box of size 20cm x30cm for fixing of water meter all as per standard incluting road cutting,replacement of utilitie providing house service connection,refilling ,retoration of roads/drains testing etc., complete with materials and specification as instructed by depardment officers.
CLOUT HI TECH INNOVATIONS PRIVATE LIMITED
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