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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAccepted-AOC | ₹10.3 Cr | L1 | Accepted-AOC Quoted rate less then the estimate rate, so it may be approved |
| 2 | L2₹10.6 CrRejected-Finance | ₹10.6 Cr | L2 | Rejected-Finance Quoted Rate High then the Estimate Rate |
Tender Value
₹10.3 Cr
EMD Value
₹10.3 L
Closing Date
14 Mar 2024, 3:00 pmClosed
The Commissioner
Walajapet Municipality
IMPROVEMENT OF WATER SUPPLY SOURCES AT WALAJAPET MUNICIPALITY,RANIPET DISTRICT
2024_MAWS_432023_1
0189/2023/E1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
90 days
Walajapet
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10.3 L
Walajapet Municipality
15 Mar 2024
29 Feb 2024
14 Mar 2024
29 Feb 2024
14 Mar 2024
6 Mar 2024
6 Mar 2024
Amount
Supply,delivery of DUCTILE IRON CLASS PN10 FLANGED PIPES of 5.0m length for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge
350 mm DI D/F Pipe
150 mm DI D/F pipe
Supply,delivery of DI K9 S/S tyton joint pipes of 5.0m length for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge.
350 mm DI S/S Pipe
Supply of the following UPVC 6 KSC pipes and specials as per IS specifications for Cable
50 MM UPVC 6 KSC pipe for cable
50 MM PVC Couplers fabricated 6 KSC
Supply, delivery of Ductile Iron Specials As Per IS 9523/2000 including unloading, transportation and stacking charges, conveyance to work site etc., complete as directed by the Engineer in charge.
350 mm - 450 mm Dia (ALL FLANGE)
350 mm - 450 mm Dia (ALL SOCKET)
Supply and Delivery of Tamper proof DI single chamber double orifice, triple function (ventilating, admitting and venting during operation) air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber for TWAD Board works anywhere in Tamil Nadu and with 5 years (TWAD SOR 2023-2024 CL. NO.12.8 PG. NO.-74)
Pipe Carrying Bridge to Headworks
80 mm DI Single Chamber Air Valve
Boring, providing and installing Bored cast-in-situ reinforced cement Concrete pile of specified diameter and length below the Pile Cap in cement concrete M 30 Design mix (one part cement, 1.7 part sand and 3.2 part course aggregate) using 20 mm and 10mm size H.B.G stone (machine crushed) including mixing concrete using machanical mixer machine and vibrating with machanical vibrator, but excluding cost of steel reinforcement, fabrication and placing the grills in postion and the cost of centering and strutting but including curing, finishing etc., complete to carry a safe working load not less than specified, including Bentonite solution machinery charges labour chargres etc., all complete, as directed by the Departmental Officers.
Earth work excavation for foundation in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B, Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B complete as per Standard Specifications 10 cum
0 m - 2.00 m Depth
2.00 m to 3.00 m Depth
Earth work excavation for foundation in Soft disintegrated rock,laterite,soft rock or kankar,not requiring blasting complete as per Standard Specifications 10 cum
2.00 m - 3.00 m Depth
3.00 m - 4.00 m Depth
Earth work excavation for foundation in Medium Rock and Dense Medium Rock not requiring blasting complete as per Standard Specifications 10 cum
4.00 m - 5.00 m Depth
Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works
Below GL 0 m to 1.50 m Depth
Below GL 1.50 m to 4.50 m Depth
Below GL 4.50 m to 9.00 m Depth
P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Ordinary Portland cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand,
but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) (DATA-3)
Below GL upto 1.50 m Height
Above GL Upto 4.5 m Height
Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand,
but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards.
Below GL upto 1.50 m Height
Below GL 1.5-4.5 M DEPTH
Above GL 0 -4.50 M
Above GL 4.5 -7.32 M
Above GL 7.32-10.98M
Brick work in cement mortar 1:5 (one cement and five Msand) using country bricks (specially moulded for well steining) of size 8¾" x 4¼" x 2" for steining of 45 cm thick for infiltration well including curing etc. complete and as directed by Departmental Officers.
Above GL Upto 4.5 m Height
Above GL from 4.50 m and upto 9.0 M
Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by Departmental officers.
Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.
Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Departmental Officers.
Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Departmental officers.
Plain Surface
Curved Surface
Square Column
Circular Column
Supplying,fabricating and fixing of MS Grills with Doors and Window gate (5.00 mx 1.80 m) with one Coat of Red Oxide with primer including all costs such as welding, grinding, fabrication charges cost and Conveyance at all materials to site etc. complete as per Standard Specification.
Painting two coats with Ready Mixed Enamel Paint in MS Grill gate (5 mx 1.80) two sleeves over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all Grill Works.
Providing anchorage arrangements by drilling borewell using hand bore set to a dia of 4" inserting 90 MM UPVC pipe, scooping of sand from the pipe and laying of concrete in PCC 1: 2: 4 including supply delivery and fixing of clamp sets to hold both water carrying and cable encasing pipe and earthwork excavation for a depth of 1.05 M before starting drilling of bore wells as per the details annexed
150mm DI D/F Pipe(Water Carrying Pipe)
Earth work excavation and depositing on bank with an initial lead of 10 M and an initial lift of 2.0 M in sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil as per SS 20 B
Drilling of borewells of size 4" to 5" dia in sedimentary formation using hand boresets including insertion of casing pipes and emoval of casing pipes etc
Supply of the following UPVC Pipe 6 KSc Pipe as per IS specifications 4985/2000
90mm UPVC Pipe For inserting into the drilling bore
PCC 1: 2: 4 (one cement, two sand and four aggregates) using 20 MM ISS Guage HBG Stone jelly including cost of all materials at site and labour charges for mixing, laying, compacting, finishing, curing etc, complete and as directed by TWAD Board officers
Supply of the following for fabrication of Clamp set suitable for connecting main
Clampset For 150 mm DI D/F Pipe
Clampset For 80 mm UPVC Pipe
Supply of Bolts and nuts of size 2" x 5/8"
Fabrication charges for making clampset sitable for Connecting main including cost of bending drilling holes siiable for bolts, painting one coat of red oxide etc complete and as directed by Departmental Officers.
Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Departmental officers. (heavy type)
Supply and fixing of CI steps to be embedded in the wall of the infiltration well (inside) with vertical clearance of 0.30 m c/c and horizontal clearance of 0.38 mc/c in staggered manner etc. complete and as directed by Departmental Officers.
Providing GI ventilating arrangement of size 0.10m and as directed by the Departmental officers
Supply and delivery of 100mm GI Pipe - 0.5 m - 1 No
Supply and delivery of 100 mm GI Pipe - 0.30 m - 2 Nos.
Supply and delivery of 100mm GI Tee - 1 No
Supply and delivery of 100 mm GI Bend - 2 No
Cutting of GI pipe - 3 No
Threading of GI pipe - 5 No
Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge.
Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown and as directed by the dept officers.
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
FRP door Shutter with FRP door frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and solid core FRP shutter Panel of 5mm thick and hollow core frames of 3mm wall thickness for styles and rails etc., of sizes specified by Engineers.(2.00m x 2.50m)
Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.
Fully panelled double leaf window W1 - 0.90 x 1.20m
Weathering course with surki concrete byusing broken brick jelly 20mm size inpure slaked lime over RCC roof slab, theproportion (being 32:12.5) for requireddepth of 80mm for giving required slopeand thickness to roof as required, wellbeaten with wooden beaters, includingcost of all materials, labour charges,curing etc., complete and as directed byDepartmental Officers.
Finishing the top of weathering coursewith one course of hydraulic machinepressed tiles of size 20cm x 20cm x 2cmof approved quality using CM 1:3 mixedwith crude oil 10% by weight of cementusing P Sand and pointed with same oiled mortorincluding cost of all materials, labourcharges, curing etc., complete and asdirected by Departmental Officers.
Supply and delivery and fixing of kraft paper for placing over the bed block to ensure the support condition.as directed by the Departmental Officers.
For Pipe Carrying Bridge
Providing expansion joint in RCC floor slab for 12.5mm width using polysulphide as sealent on the top and bottom for a depth of 7.5mm each and packing the inner space using compressible non-absorbent filler materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed by Departmental Officers.
Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m inthe following classification including otherincidental charges such as barricading etcexcluding refilling in hard stiff clay,stiff blackcotton,hard red earth, shales, murram, gravel, stoneyearth and earth mixed with small size bouldersand hard gravelly soil complete as directed by the Engineer in Charge
350 mm DI S/S Pipe
150mm DI D/F pipe of 5.00 m Length
Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer-in-charge.
350 mm DI S/S Pipe
150mm DI D/F pipe of 5.00 m Length
Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.
350 mm DI S/S Pipe
150mm DI D/F pipe of 5.00 m Length
Lowering of UPVC Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.
50 MM UPVC 6 KSC pipe for cable
Jointing the DI S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Engineer in Charge.
350 mm DI S/S Pipe
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specifications with M.S. bolts and nuts, complete.(including cost of jointing materials)
350 mm DI D/F Pipe
150mm DI D/F pipe of 5.00 m Length
Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with waterand testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.
350 mm DI S/S Pipe
150mm DI D/F pipe of 5.00 m Length
BARRICADING FOR PIPELINE WORKS FOR THE WSS WORK: Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by the engineer in charge.
Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation, complete as directed by Departmental Officers.
700 LPM x 40 M - 8 HP
Supply and delivery of Vertical type water/Oil lubricated statically, dynamically, hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 ( Reaffirmed 2011 ) and as amended thereafter to suit the site condition. The speed, No. of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. The pump should be supplied with non reversible ratchet pin housing safety clutch, suction strainer etc. The Pump Bowl assembly shall be with bronze impeller running at 1450 rpm.
The pump includes suitable head shaft, suitable 1.5 metre long SS line shaft required Nos. to suit the well depth, Rubber line shaft bearing of required Nos., C.I Bearing retainer of required Nos., 100 litre HDPE Pre- lubricating tank with 20mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW column pipe of each 1.5m long of required Nos. to suit the well depth, Suction bell mouth of suitable size, M.S.clamps suitable for column pipe/line shaft -2 set and Spanner - 1 set etc complete
4565 LPM x 30 M Head - 40 HP
Supply and delivery of vertical Hollow/Solid shaft Squirrel cage induction motor (IS 325 ) suitable for the above pump continuous rated TEFC/SPDP type with Class 'F' insulation for operation in AC, three Phase/50 HZ (±5%), 415V (±10%) running with a speed of pump noted above and with inbuilt thrust bearing assembly capable of taking up the entire load and non - reverse ratchet assembly etc., complete. The motor rating noted above is the minimum and shall be such that it should never be over loaded when the pump works at MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high power factor. Separate thrust bearing assembly could also be supplied to take up the down load.
4565 LPM x 30 M Head - 40 HP
Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc.
4565 LPM x 30 M Head - 40 HP
700 LPM x 40 M - 8 HP
Supply and delivery of Mixed DI Electric capacitor with TNEB Test certificate with accessories inclusive of Banking charges, such as providing of copper bus bars with provision for adding atleast 2 capacitors at later date, cable entry box, fabricating charges etc. complete. confirming to IS 2834,complete as directed by Departmental Officers.
Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments,complete, as directed by Departmental Officers.
Upto 25 HP installation
Above 25 - 60 HP installation
Supply and delivery of L.T. Cables 1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Departmental Officers
3 Core 4 Sq.mm
3 Core 16 Sq.mm
3.5 Core 50 Sq.mm
3 Core 50 Sq.mm
3.5 Core 70 Sq.mm
3 Core 70 Sq.mm
Laying of up to 95 Sq.mm L.T.Cables in trenches inside the pump room or in air, complete. and as directed by Departmental Officers.
Jointing of L.T.Cables 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Departmental Officers.
3 Core 4 Sq.mm
3 Core 16 Sq.mm
3.5 Core 50 Sq.mm
3 Core 50 Sq.mm
3.5 Core 70 Sq.mm
3 Core 70 Sq.mm
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 complete and as directed by Departmental Officers.
700 LPM x 40 M - 8 HP
4565 LPM x 30 M Head - 40 HP
Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 way TPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings 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 with label holder and provisions for taking up cable for size not less than 35 sq.mm. complete with Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) - 4 ways 3 Phase DB .
Supply and delivery of floor mounting type weather, vermin and dust proof powder coated M.V. cubical panel board of 14 SWG M.S. Sheet and MS angle iron frame work with enclosed copper busbar 4 Nos. of required current carrying capacity with all internal wiring as per I.E. Rules,. The design of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all internal wiring including necessary twin copper earthing arrangements and consists of the components for controlling incoming and outgoing supply, complete and as directed by Departmental Officers.
1 No 250 Amps MCCB 4 Pole to control the incoming load from EB supply to Panel Board
2 Nos.250 Amps MCCB - 3 Pole to control outgoing supply to the pumpset head with interlocking
63 Amps MCB to control outgoing supply to Vaccuum Pumpset
Supply and delivery of Change over switches (GEM /HAVELLS / HPL/ STANDARD /EQUIVALENT) complete and as diected by Departmental Officers.
63 Amps 3 phase 500 Volt 4 pole to the pumpset 700 LPM x 40 M - 8 HP
400 Amps 3 phase 500 Volt 4 pole to the pumpset 4565 LPM x 30 M Head - 40 HP
Pumproom Wiring
Wiring with 1.5sq.mm(22/0.3) PVC INSULATED SINGLE CORE MULTI STRAND FIRE RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK CONFORMING TO IS
Supply and Delivery of BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER CHOKE AND CONDENSOR COMPLETE WITH ISI MARK- 4 Ft. 40 Watts Box type with Ballast (Philips/Crompton / Wipro / Equivalent) complete and as directed by Departmental Officers.
Supply and Delivery of FLUORESCENT TUBULAR LAMPS WITH ISI MARK - Cool Day light 4 Ft. 40 Watts complete and as directed by Departmental Officers.
Supply and Delivery of Plug and Sockets- 5 Amps /15 amps.3 pin flush type wall socket only, complete and as directed by Departmental Officers.
Supply and Delivery of Plug and Sockets- 15 Amps 3 pin Top, complete and as directed by Departmental Officers.
Rechargeable Emergency lamp( 600mm fluorescent lamp) complete and as directed by Departmental Officers.
Supply and Delivery of Led outdoor fittings - 48 Watts LED Focus light with LED fittings, complete and as directed by Enginner in charge.
Supply and delivery of following set of tools mounted on a teak wood tool Board to be fixed on the wall of the pump room, complete and as directed by Departmental Officers.
DE Spanner set 6 to 32 Jhalani Make or equivalent- 1 set
Rings spanner set 6 to 32 Jhalani Make or equivalent - 1 set
200mm Screw Driver 825 Taparia Make or equivalent - 1 set
300mm Screw Driver 829 Taparia Make or equivalent - 1 set
800gm Ball Pane Hammer with Handle Taparia Make - 1 set
Pipe Wrench 14” Jhalani Make or equivalent - 1 set
Pipe Wrench 24” Jhalani Make or equivalent - 1 set
6” Chain wrench best India make or equivalent - 1 set
Supply and delivery of following safety appliances, complete and as directed by Departmental Officers.
Electrical quality 6mm thick rubber mat - 1 no.
Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder - 1 pair
Wooden First Aid Box - 1 no.
Laminated shock treatment chart - 1 no.
Fire Bucket-3 Nos Hooked to MS stand - 1 set
5 kg capacity ISI marked Dry chemical powder fire extinguisher - 1 no.
Supply and delivery of LT/LTCT METERING BOX as per IE rules and TANGEDCO norms
Up to 50HP/37 KW (which includes LT meter panel board 6 Nos. suitable fuse carriers)
Supply and delivery of 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) complete as directed by Departmental Officers.
Supply , delivery and fixing of GI/CI D/F pipes and specials for providing pipe connection for the pumpset, complete and as directed by Departmental Officers.
150 mm Diameter Gate Valve, Reflux Valve with necessary specials in Delivery Side to Proposed Sump with Pump house Connecting Main - For Infiltration Well
SUCTION SIDE
150 mm DI.DUCK FOOT BEND - 2 Nos - 31 Kg
150 mm X 2 M DI. D/F PIPE - 12 Nos
150 mm DI.D/F 90 DEG BEND - 2 Nos - 21 kg
150 mm X 0.5 M DI. D/F PIPE - 2 Nos
DELIVERY SIDE
150 mm DI D/F Gate Valve - 2 Nos.
150 mm DI D/F Non - Return Valve - 2 Nos.
150 mm DI.D/F 90 DEG BEND - 1 No
150 mm X 0.3 M DI. D/F PIPE - 1 No.)
150 mm x 150 mm x 150 mm DI.A/F TEE - 1 Nos-32 kg
150 mm X 1 M DI. D/F PIPE - 1 No.
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 150 mm - 16 Nos.
300 mm Diameter Gate Valve, Reflux Valve with necessary specials to 350 mm in Delivery Side connected to the Pipe Carrying Bridge
DELIVERY SIDE
300 mm DI D/F Gate Valve - 2 Nos
300 mm DI D/F Non - Return Valve - 2 Nos
300 mm DI.D/F 90 DEG BEND - 1 No - 68 Kg
300 mm X 0.3 M DI. D/F PIPE - 1 No.
300 mm x 300 mm x 300 mm DI.A/F TEE - 1 Nos-110 kg
300 mm X 1 M DI. D/F PIPE - 1 No.
300 mm to 350 mm DI D/F Enlarger (Eccentric)- 1 No. - 60 kg
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 300 mm - 16 Nos
200 Amps Aerial fuse unit on suitable MS Plate, 40 mm GI service pipe for a length of 3 m including specials and 200 Amps TPN Metal Clad switch with neutral links - Above 25 HP and Upto 70 HP.
3T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 Mtrs. with clear lift upto 6 M including gear type chain pulley block and geared Travelling trolley complete with all accessories including girder
Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.
Add GST 18%
RKN CONSTRUCTIONS
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