Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Nov 2022
Closing Date10 Jan 2023
Tender AmountRefer Documents
Costs
EMD
₹ 18,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ariyalur Municipality - Amrut 2.0
Description
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Contact
Tender Id
2022_MAWS_266217_1Bid Award Id
ViewTender No
DIPR /5103/Tender/2022Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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Documents
BOQ Items
300mm
480
-
-
350mm
970
-
-
100mm
420
-
-
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 charge.
26413.5
-
-
Supplying and conveying to site, the following sizes of HDPE pipes of class PN6 (PE-100) confirming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Departmental Engineer.
-
-
-
110mm
39800
-
-
125mm
347
-
-
140mm
131
-
-
160mm
649
-
-
180mm
451
-
-
200mm
3221
-
-
Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges.Specials for HDPE pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer charge. HDPE Bends -90
-
-
-
110 mm
290
-
-
125mm
5
-
-
140 mm
10
-
-
160 mm
15
-
-
180mm
3
-
-
200 mm
5
-
-
Distribution system HDPE Equal Tee
-
-
-
110 mm X 110 mm X 110 mm
382
-
-
140 mm X 140 mm X 140 mm
38
-
-
160mm X 160mm X 160 mm
8
-
-
200 mm X 200 mm X 200 mm
29
-
-
Distribution system HDPE Reducer
-
-
-
140 mm X 100 mm HDPE Reducer
191
-
-
140 mm X 125 mm HDPE Reducer
19
-
-
200 mm X 100 mm HDPE Reducer
29
-
-
100 mm HDPE EndCap
670
-
-
Electromagnetic Flow Meter 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 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. 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, 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.
-
-
-
Distribution system: 110mm Valve: 110mm HDPE Main
9
-
-
DI Flow rate Limit control Valve (PN10/16) with the function to limit the flow rate to a set point. In case the downstream demand increases beyond the set limit, the valve closes down to bring the flow back to set limit. The valve shall have an orifice plate and the orifice diameter is designed based on the set point as per the requirement and installed downstream of the control valve. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Flow rate Limit Control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating,and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270. (EP-P)/ WRAS & NSF.”
Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1, orifice plate shall be as per the set point of flow rate and all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self-cleaning filter to avoid possibility of dirt build up inside the control tubing and with 5 years warranty.
-
-
-
Distribution system 200MM HDPE Main
1
-
-
Manufacture, 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.
13
-
-
Distribution system -40 mm - 1 No for each DMA
-
-
-
Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated softsealing gate valves (sluice valves) with body bonnet of ductile cast iron of gradeGGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindlenut, without gland packing and with 3 O-Ring protection on the shaft and seals ofNBR and the valves should be of vaccum tight and 100% leak proof with face toface dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valvesshould be with electrostatic powder coating both inside and outside with pocketless straight thro' body passage. All the valves are to be compatible for burriedapplication with pressure rating PN 10/16 and 5 years warrenty DUCTILE IRON SPECIALS AS PER IS 9523/2000 including unloading, transportation and stacking charges ( Vide Annexure) DI 100 mm D/F Gate valve in 100 mm Main :
Supply and Delivery and fixing of DI D/F Gate Valve including DI Specials and labour Charges transpotation charges etc Completed.
16
-
-
100mm
-
-
-
Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron of Grade GG 40 or 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 through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years (TWAD SOR 2022 -2023 -Pg No:71)
13
-
-
Distribution system - 80 mm - 1 No for each DMA
-
-
-
Civil Works 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 Exculding BT & CC Road Cutting charges etc., complete as directed by the Engineer--in-charge.
-
-
-
Distribution system / HDPE Pipes
-
-
-
110mm (HDPE)
39800
-
-
125mm (HDPE)
347
-
-
140mm (HDPE)
131
-
-
160mm (HDPE)
649
-
-
180mm (HDPE)
451
-
-
200mm
3221
-
-
Feeder main to Proposed OHT - 200mm(DI)
2975
-
-
250mm (DI)
1061
-
-
300mm (DI)
480
-
-
350mm (DI)
970
-
-
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.
-
-
-
Distribution system / HDPE Pipes
-
-
-
110mm
39800
-
-
125mm
347
-
-
140mm
131
-
-
160mm
649
-
-
180mm
451
-
-
200mm DI
3221
-
-
Feeder main to Proposed OHT - 200mm (DI)
2975
-
-
250mm (DI)
1061
-
-
300mm (DI)
480
-
-
350mm (DI)
970
-
-
Lowering the following pipes and specials into trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Departmental Engineer.
-
-
-
Distribution system / HDPE Pipes
-
-
-
110mm
39800
-
-
125mm
347
-
-
140mm
131
-
-
160mm
649
-
-
180mm
451
-
-
200mm
3221
-
-
Feeder main to Existing OHT DI Pipes
-
-
-
250mm (DI)
1061
-
-
300mm (DI) Feeder main to existing oht
480
-
-
350mm (DI) feedeer main to existing oht
970
-
-
200mm (DI)
2975
-
-
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 Departmental Engineer.(TWAD SOR-2022-23,Pg.No-279)
-
-
-
Distribution system / HDPE Pipes
-
-
-
110mm
796
-
-
125mm
58
-
-
140mm
22
-
-
160mm
108
-
-
180mm
75
-
-
200mm HDPE Pipe
537
-
-
Feeder main to Proposed OHT (DI) 200 mm dia DI
540
-
-
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 Departmental Engineer.
-
-
-
250mm
212
-
-
300mm
96
-
-
350mm
194
-
-
Jointing the DI pipes and specials with cement mortar including cost of jointing materials etc., complete and as directed by Corporation Engineers.
-
-
-
250mm
26
-
-
300mm (DI)
8
-
-
350mm (DI)
3
-
-
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).
-
-
-
250mm (DI)
28
-
-
300mm (DI)
8
-
-
350mm
3
-
-
Cutting D.I. Pipes true to axis and filling smoothly and finishing the ends complete as directed by the Departmental Engineer.
-
-
-
250m
10
-
-
300mm (DI)
5
-
-
350mm (DI)
10
-
-
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. Distribution system / HDPE Pipes
-
-
-
110mm
39800
-
-
125mm
347
-
-
140mm
131
-
-
160mm
649
-
-
180mm
451
-
-
200mm
3221
-
-
250mm (DI)
1061
-
-
300mm ( DI)
480
-
-
350mm (DI)
970
-
-
200mm
2975
-
-
Valve Chamber :Construction of masonry valve pit as per Type design for Sluice valve valve, scour valve,air valve including fixing the valves including earthwork excavation for foundation, P.C.C.1:4:8 using 40mm HBG metal for levelling course,brick workin CM 1:5 for side wall,plastering with CM 1:3,12mm thick,RCC 1:11/2:3 using 20mm HBG stone jelly for cover slab, providing cut stone inCM 1:3 including supply, fabricating and placingof RTS grills for the following valves includingcharges for precasting and fixing surface box,valves and specials in position ,refilling the sidesof the pit etc. complete. and as directed by Corporation Engineers. Distribution system
Scour Valve and Sluice Valve (0.70x1.00x1.00)
-
-
-
Scour valve up to 80 mm (100mm Main)
13
-
-
Sluice Valve up to 110 mm (Intermediate)
-
-
-
Distribution system
16
-
-
Flow Control Valve (FCV +Flowmeter + Sluice Valve)up to 110 mm(1.20x0.90x1.10)
9
-
-
Pressure Release Valve (PRV + Sluice Valve)(1.80x1.10x1.20)
1
-
-
Air valve upto 110mm
4
-
-
Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Departmental Engineer. For Pipe Quantity and Road Restoration (Data)
860.35
-
-
Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurement
1427.54
-
-
Dismantling concrete roads for laying pipe line excluding cost of earth work in linear measurement
155.96
-
-
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 Corporation officers.
-
-
-
Heavy Traffic
35060
-
-
Lite Traffic
15026
-
-
Supply, delivery and fixing in position of enamel coated 'water level indicator" with all accessories of approved pattern and design, in the outer surface of the side wall of Sump to read the water level of the required height and as directed by Department
-
-
-
Distribution system
5
-
-
Road Restoration for DI main
-
-
-
P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Sulphate Resistant cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Corporation Engineers.
301.72
-
-
P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Sulphate Resistant cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Corporation Engineers.
432.45
-
-
DRILLING of borewell any where in Thanjavur, Thiruvarur and Nagapattinam District including transportation from one place to another place within the above districts in alluvial soil or sedimentary strata of clay and sand stone, shale, pebbles boulders etc. by first taking a pilot bore of 140mm / 150mm dia and enlarging to the required dia by direct or reverse rotary mud circulation method, using Rotary rigs, fuel,labour, drilling bentonite mud and water required for drilling at the site shown by the department officers including construction of mud pit.
-
-
-
Drilling 150 mm pilot bore. upto 60 m Depth ending below Ground level.
90
-
-
Geographycal surveycharges including conveyance charges for the geographical instrument and other accessories.
3
-
-
Reaming from 150 mm dia pilot bore to 300mm dia bore as directed by the department Officers.
-
-
-
upto 60 m Depth ending below Ground level.
90
-
-
Labour Charges for inserting 200 PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the Executive Engineers of TWAD Board .
90
-
-
Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by department Officers and conducting yield test by 'V' notch method.
24
-
-
Supply and Delivery of unplasticised for plain PVC Casing pipes for the following diameters in 3m length with screwed and Socket ends and centering guides for every 15 m length of pipes as per IS 12818 /1992 and as amended from time to time to suit deep borewells upto 80 m to 250m depth (CM) for delivery at site within ISI marking including loading unloading, freight, transit insurance etc complete.DN 200mm PVC plain casing pipes.
45
-
-
Supply and Delivery of unplasticised for ribbed screen PVC Casing pipes for the following diameters in 3 m length wtith screwed and socket ends and centering guide for every 15 m length of pipes as per IS 12818 /1992 and as amended from time to time to suit deep borewells for delivery at site within ISI marking including loading unloading, freight, transit insurance etc complete. DN 200mm Ribbed screen pipe.
45
-
-
Supply and Delivery and fixing of DN 200 mm PVC end plug suitable for the above pipes with ISI marking etc complete .
3
-
-
Supply and Delivery and fixing of DN 200 mm bore cover using MS flat of size 1 cm x 3mm and MS sheet on top with bolting arrengement for securing the cap in position with ISI marking etc complete .
3
-
-
Labour for cutting open road for laying water mains or sewer.B.T. Roads (or) Maccadam road
2282.09
-
-
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches for laying of pipes for water supply and sewerage works in the following type of soils Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil SS20B as directed by Departmental officers.
8426.16
-
-
Refilling with excavated soil (other than sand complying with the standard specification for filling in foundation and basement (total earth work quantity - volume of the pipe)
-
-
-
20mm
6855.3
-
-
HSC Connection in HDPE Mains for Water Supply Scheme , delivery of the following Electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304 as per standards BS EN 12201 tested as per BS 6920 for drinking water in WRCNSF ltd, UK. (Non Wrap with top loading type). Sizes:63mm to 315mm dia distribution HDPE pipes. shall as detailed in a drawing furnished.
-
-
-
20mm
7802
-
-
Supply, delivery of Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS :554 BSPT, ISO:7- 1 to suit the corresponding bore sizes of 15mm dia size ( 1/2", ) in the saddle Connection .as per IS :554 BSPT, ISO:7-1 .
-
-
-
20mm
7802
-
-
Supply, delivery of Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRCNSF LTD, UK suitable for 20mm, OD MDPE pipes.
-
-
-
20mm
7802
-
-
Supply, delivery of Poly propylene 90 Degree Compression elbow with compression joint at both ends as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK suitable for 20mm OD MDPE pipes .
-
-
-
20mm
31208
-
-
Supply, delivery Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 as per standards ISO 14236 and Tested as per BS 6920 in WRC-NSF LTD, UK for connecting 20mm, 25mm and 25mm outlet points of Brass ferrule of sizes 15mm respectively.
-
-
-
20mm
15604
-
-
Supply, delivery of MDPE PE 80 Blue pipe as per standards ISO 4427 and Tested as per BS 6920
-
-
-
20mm
39010
-
-
U PVC ball valve with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRCNSF LTD, UK,size : 20mm ODx1/2"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID
-
-
-
20mm
7802
-
-
Supply and delivery of protection box of size 20cm x 30cm for fixing of Water Meter. The box should be rectangular base in construction and material of construction should be weather resistant polyethylene (PE) blue /black .Reinforcement rips should be provided at the walls of the box. Box should be at two components comprising body and lid. Lid should be press fitted to the body. No
hinges should be used for opened /closed. Operation meter box should be provided with
built in lock. The body as inlet and outlet windows to pass the pipe through suitable for use with pipes of sizes up to 1" .Base of the box should be designed in such a way .That the box can be installed to the floor/wall using anchor Bolts / screws without grouting the entire base of the meter Box .Provision for fixing Name plate showing the name of the Department etc., complete and as directed bt the Corporation
7802
-
-
Supply and delivery of Multi Jet water meter with removal mechanism water meters confirming to ISO 4064 Class B or IS 779 Standards with type test certificates for Routine Test, IP 68
Test certificates issued by FCRI/NABL Accredited Lab. The water meter shall have magnetic or mechanical drivers or shall be versatile for installation in Horizontal position. The meters shall be hydrodynamically or hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO 4064 Class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climatic conditions. The meters shall be inferential, Dry-Dial Type, Class B with straight reading Cyclometer with inbuilt filter basket, Meter body shall be of Brass body confirming to DCB2 material specifications and suitable for drinking water applications. The body shall be painted,
-
-
-
15mm
7802
-
-
Lowering MDPE pipes and specials to the
trench and laying to proper grade and
alignment, jointing with couplers with cement
past etc complete for the pipes size upto
40mm dia OD MDPE Pipes
-
-
-
20mm
39010
-
-
Jointing MDPE Pipes and Specials by butt fusion weldiEng / 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 HDPErected by department Officers.
-
-
-
20mm
31208
-
-
Supply, delivery and fixing of GI pipes for encasing in open drain including handling charges. etc complete as per standard specifications and as HDPE rected by the department Officers .
-
-
-
25mm
7802
-
-
Labour charges for drilling, cutting, Threading and Fixing Ferrules in distribution pipes.
7802
-
-
Supply and delivery of horizontal split casing centrifugal pump 1500 RPM conforming to IS 1520 with cl casing and split glands stainless steel shaft, hydraucally and dynamically balanced bronze impellers, capable of discharging the following duty condition due to all causes and with the accessories such as G.M. air release cock ,grease cup, G.I.priming funnel, M.S. lifiting hook, driping water G.I.pipe connection leading to the outside of pump house rubber water deflector , double flap foot valve G.M.stainer including unique tyre type coupling, common M.S. fabricated base to mount pump and motor and other standard fittings etc complete pumps shall be capable of discharging the above quantity at the head note at the minimum NPSHA at site condition as per drawing enclosed. The pump offered shall be suitable for the system head cover enclosed The shut-off head shall be atleast 25% over and above the required head at duty point (without excise duty)
-
-
-
5000 lpm X 45 M (1+1)
2
-
-
6752 lpm X 163 M (1+1)
2
-
-
1500 lpm X 53 M (1+1)
2
-
-
The pump should be coupled to a suitable flange mounted construction continuous rated squirrel cage induction Motor conforming to latest I.S. 325/1978.
suitable KW, continuous S1 rated, TEFC (up to 20HP) SPDP (above 20HP) Horizontal squirrel cage induction motor 1500 RPM /AC 3 phase/415 V/ /SPDP 4 pole for HSC Centrifugal pump conforming to IS:325 with class F insulation to suit the speed of pump and suitable for operation in AC-3 phase /415V plus or minus 10% / 50 HZS plus or minus 5%,TEFL(upto 20HP) supply.the motor offered should be energy of efficient motors The rating noted is the minimum requirement. Any variation on this rating shall be specified and the same shall be 10% above the BHP absorbed by the pump at duty point . Both the motor and pump should be mounted on a bed fabricated of rolled steel channel section of common base frame.
Note:
i) The two pumpset should deliver not less than The required discharge of 5488 Lpm for item(a) and 4890 lpm for item(b) at duty point while running in parallel. However, positive tolerance on discharge can be allowed as per relevant I.S. but no negative tolerance is allowed.
ii) The motor should not get over load at any point of operation between lowest water level and maximum water level, motor should have sufficient starting torque at 40% tapping in auto transformer starter so as to start at 40% of rated voltage against all
6
-
-
Supply and delivery of 150mm dia Bourden tube type pressure gauge (glycerin filled)with concentric scale suitable for pumpsets 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 brase stop cock etc. The gauge should conform to relevant I.S. 3624 .
NOTE : 1) Pressure gauge should have twice working pressure of pump and with red marking at duty point.
2) The maximum range should be above the shut-off head.
6
-
-
Supply and delivery of Flex compensated Magnetic Amplifier Soft Staters of air cooled suitable for the squirrel cage induction motor for operation in AC 3 phase /50 HZ/415 V (+6%or -10 %) to have smooth starting of motor with gradual acceleration and reducing the starting current. The starter should have under voltage, over load relay, with suitable ammeter indicater lamp, etc. The starter should act as auto transformer starters as protective devices including all taxes, duties and F.O.R. at site.
6
-
-
Supply and delivery of On load Tap Changer Tranformer, Remote Terminal Control Circute and Auto Vlotage Regulator accessories for 100 KVA / 22 KV / 433 v Transformer Iron core oil cooled Tranformer with copper Winding coforming to IS 2026 immersed naturally air cooled coretype continues rating outdoor distubrition power transformer with copper winding for voltage ration 22 KV/433 Volts between phase delta star with netural brought out at LV side The transformer may be contained in a plain M.S. radiator cooled tank and shall confirm IS 2026 with offload tap switch for 10% on L.Tside and 5%on H.V side the transformer should be suitable for parrallel operation having some impedence voltage, vector group frequency etc.
The temperature rise as measured for oil thermo meter shall not exceed 45' C and of winding by measurement of resistance shall not exceed 50' C over an ambient temperature of 50' C maximum.
The transformer should be supplied with first filling of oil and consisting of the the following accessories suitable for plinth mounting outdoor type
Rating and diagram plate, Earthing ferminals, Lifting Lugs, Thermo meter pocket with thermo meter, Air release hole with plug, Oil filting hole with or conservator, Silica gel brether, Oil level indicater, Off circuit tap switch , Dram valve with plug, Oil conservator with dram plug, Filter valve with plg, Roller, Explosion vent with single diaphram, Jacking lugs, Inspection cover, H.V. bushes with archang, L.T. and insulated terminal box, Oil temperture indicator, Pressure relief valve, Uni directional controller,
6
-
-
TRANSFORMER SUB STATION RELATED WORKS Supply, delivery of 6 pole structure materials with suitable Size RSJ along with all structure material are as under.For 22 KV Sub station
3
-
-
Construction of transformer plinth
6
-
-
Chain link fencing with gate including the TNEB 2 poles Spreading of materials as per CEIG requirements
3
-
-
TWIN CI EARTHING as per IS 3043/1987 and Latest amendments - Above 60-150 HP
6
-
-
AIR CIRCUIT BREAKER (With Shunt release and Under Voltage release) 630 AMPS , 4POLE
6
-
-
Designing and preparation of CEIG drawings, obtaining Approval and safety certificate including submission of Completion report and rectification report.
3
-
-
Air Circuit Breaker 800 Amps 500V, 3 phase - 4 Pole (with shunt release, under voltage release, over current and short circuit releases to control the incoming supply to the bus bars in the cubical panel board from the transformers. II)1 No 144mm square type 0-500V. digital volt meter with phase selector switch & slide lock fuses, one for the motor and the other for capacitor bank in the outgoing feeder. iii) 2 Nos 144 square type 0 - Ampere , digital Ammeter meter,with slidelock fuses, one for the motor and the other for capacitor bank in the outgoing feeder.(The maximum range shall be double the rated current at full load for the motor and double the maximum current of the capacitor bank)
6
-
-
MOULDED CASE CIRCUIT BREAKER (MCCB) WITH THERMO MAGNETIC RELEASE -
-
-
-
Range 400 , 4pole
6
-
-
Range 160 , 4pole
6
-
-
Range 63 , 4pole
6
-
-
Supply and delivery of required KVAR confirming to IS 2834 for HSC pumpsets and lighting load medium voltage mixed dielectric power capacitor as per I.S 2834 suitable for 415 volts,3 phase ,50 hz ac supply with copper buspars of ample current carring capacity sheet stell terminal cover, bushings with terminaldischarge resistance,earthing terminals cable gland under rating plate,tie rod gasket base frame cable box etc. complete.
157
-
-
JOINTING OF L.T. CABLES- 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM
CONDUCTOR CABLE CONFORMING TO IS 1554 PART I AND AS AMENDED THEREAFTER
WITH ISI MARKING .
-
-
-
400 sq.mm
1980
-
-
CABLE LAYING - For laying below GL including earth work
1800
-
-
CABLE LAYING -For laying in trenches inside the pump room or in air.
180
-
-
JOINTING OF L.T. CABLES- 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 1554 PART I AND AS AMENDED THEREAFTER WITH ISI MARKING 400sq.mm .
150
-
-
L.T. CABLES 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING
-
-
-
3.5 core - 150 sq.mm- for item (a)
180
-
-
CABLE LAYING - For laying below GL including earth work .
-
-
-
for item (a)
180
-
-
JOINTING OF L.T. CABLES- 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CABLE CONFORMING TO IS 1554 PART I AND AS AMENDED THEREAFTER WITH ISI MARKING .
-
-
-
3.5core - 150sq.mm
45
-
-
JOINTING OF HT CABLE -XLPE INSULATED ARMOURED ALUMINIUM CONDUCTOR CABLE.
-
-
-
3 C 185 sq.mm - 11kv
180
-
-
CABLE LAYING - For laying intrenches inside the pump room or in air -up to 95 sq. mm .
180
-
-
L.T. CABLES 3,3.5,4 CORE 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 AND AS AMENDED THEREAFTER WITH ISI MARKING - 50sq.mm, 3core.
-
-
-
3c x 50sq.mm. For capacitor panel.
60
-
-
Supply and delivery of safety materials as detailed below .
-
-
-
Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder-1No
6
-
-
Electrical quality 6mm thick rubber mat--3Nos
9
-
-
Laminated shock treatment chart--1Nos
3
-
-
Wooden First Aid Box--1No
3
-
-
Rechargeable Emergency lamp-1No
3
-
-
2 Nos. - 5 kg capacity dry chemical powder type fire extinguishers.
6
-
-
Fire buckets - 3 Nos hooked in MS stand.
9
-
-
h) Teak Wood ladder –5m Ht.
3
-
-
i) 3 Nos. 5 M long Fiber Earth discharge rod with copper clamp and wire.., complete
3
-
-
Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house..(TWAD SOR-2022-23,Pg.No-128)
-
-
-
6” Chain wrench best India make
3
-
-
8”Chain Wrench Best India Make
3
-
-
Connector Screw Driver 901 Taparia Make
3
-
-
200mm Screw Driver 825 Taparia Make
3
-
-
300mm Screw Driver 829 Taparia Make
3
-
-
400mm Screw Driver 930 Taparia Make
3
-
-
200mm Cutting Plier Taparia Make
3
-
-
800gm Ball Pane Hammer with Handle Taparia Make
3
-
-
Digital Tong Tester CE Make
3
-
-
Digital Multi Meter CE Make
3
-
-
15” Screw Spanner Taparia Make
3
-
-
12” Bearing Puller
3
-
-
Lever Type Grease Gun
3
-
-
12”Screw Spanner
3
-
-
Crow Bar 5”
3
-
-
1” Cold Chisel
3
-
-
Hacksaw Frame with Blade
3
-
-
Electrical Air Blower
3
-
-
Digital Tachometer
3
-
-
Hand Crimpling Tool 8”
3
-
-
DE Spanner set 6 to 32 Jhalani Make
3
-
-
Rings spanner set 6 to 32 Jhalani Make
3
-
-
Pipe Wrench 24” Jhalani Make
3
-
-
Pipe Wrench 14” Jhalani Make
3
-
-
12” Flat rough File Scissors Make
3
-
-
12” Flat smooth File Scissors Make
3
-
-
12”Round File Rough Scissors
3
-
-
12” Round File Smooth Scissors Make
3
-
-
12”Half Round File Rough Scissors Make
3
-
-
12”Half Round File Smooth Scissors Make
3
-
-
TWIN CI earthing as per IS 3043/1987 and latest amendments .
-
-
-
Above 60 - 150 HP installation - for item (a)
6
-
-
Supply and fixing of D/F NON RETURN VALVE (OUT DOOR USE) CI Single Door/ Multi Door Non return valve conforming to IS 5312/2003(part I & II) to be fixed after Water meter/ Flow recorder on pumping main near Pump house with dash pot arrangement for 90% fast closing & 10% slow closing and with 5 years warranty
-
-
-
300 mm - dia
9
-
-
Supply and fixing of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING AND WITH 5 YEARS WARRANTY
-
-
-
300 mm- dia
6
-
-
FULL BORE ELECTROMAGNETIC FLOW METER Electromagnetic Flow Meter 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 different units (Kiloliters / Cubic meter) 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 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. 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, 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.
3
-
-
Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B
-
-
-
All soil
First depth of 2m
48.68
-
-
SDR
52.16
-
-
DMR
6.98
-
-
Second depth of 2m in DMR
31.29
-
-
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 etc. complete.
10.43
-
-
Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering but including mixing, vibration, curing, finishing etc., complete.
-
-
-
1.50m to 2.00m depth from G.L
21.15
-
-
Below G.L upto 1.50m depth
23.84
-
-
Above G.L upto 4.50m height
30.96
-
-
Above 4.50m to 7.32m ht., from G.L
6.69
-
-
Above 7.32m to 10.98m ht., from G.L
28.96
-
-
Above 10.98m to 14.64m ht., from G.L
28.96
-
-
Above 14.64m ht., to 18.30m ht.,
95.89
-
-
Above 18.30 m to 21.96m ht., from G.L
47.33
-
-
Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over 40mm GI pipe strutting
-
-
-
Circular Column Below GL
3.28
-
-
Up to 3.30 M
2.98
-
-
3.30-4.30
2.98
-
-
4.30-5.30
2.98
-
-
5.30-6.30
2.98
-
-
6.30-7.30
2.98
-
-
7.30-8.30
2.98
-
-
8.30-9.30
2.98
-
-
9.30-10.30
2.98
-
-
10.30-11.30
2.98
-
-
11.30-12.30
2.98
-
-
12.30-13.30
2.98
-
-
13.30-14.30
2.98
-
-
14.30-15.30
2.98
-
-
15.30-16.00
2.98
-
-
Tank inner column 16.35-17.35
1.88
-
-
17.35-18.35
1.88
-
-
18.35-19.35
1.88
-
-
19.35-20.35
1.88
-
-
Square Column Below GL
31.8
-
-
Up to 3.30 M
21.2
-
-
3.30-4.30
21.2
-
-
4.30-5.30
21.2
-
-
5.30-6.30
21.2
-
-
6.30-7.30
21.2
-
-
7.30-8.30
21.2
-
-
8.30-9.30
21.2
-
-
9.30-10.30
21.2
-
-
10.30-11.30
21.2
-
-
11.30-12.30
21.2
-
-
12.30-13.30
21.2
-
-
13.30-14.30
21.2
-
-
14.30-15.30
21.2
-
-
15.30-16.00
21.2
-
-
Plain Surface -peripheral Bracing at GL
92.06
-
-
Bracing at 4.30-5.30
92.06
-
-
Bracing at 8.30-9.30
92.06
-
-
Bracing at 12.30-13.30
92.06
-
-
Bracing at 16.30-17.30
92.06
-
-
Plain Surface -Radial Bracing at GL
51.44
-
-
Bracing at 4.30-5.30
51.44
-
-
Bracing at 8.30-9.30
51.44
-
-
Bracing at 12.30-13.30
51.44
-
-
Bracing at 16.30-17.30
51.44
-
-
Base slab at 16.30-17.30
124.1
-
-
Cover slab 19.30-20.30
124.1
-
-
Projection 19.30-20.30
8.34
-
-
Curved surface 16.30-17.30
117.75
-
-
17.30-18.3
117.75
-
-
18.3-19.3
117.75
-
-
19.3-20.20
105.98
-
-
PLANE SURFACE Upto 3.30m ht., from G.L
22.24
-
-
outer column footing
6.12
-
-
Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer-in-charge. Rods for reinforcement
31205.9
-
-
Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification etc., complete as per standard specifications and as directed by Engineer-in-charge
1477.01
-
-
Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge
0.03
-
-
|Supplying and fixing in position of RCC |(1:1.5:3) in side access ladder of |following size using 20mm size HBS jelly |including cost of all materials, |centring, |fabrication and placing in position of shuttering,strutting, |reinforcement, finishing, curing etc., |complete and as directed by TWAD Board |Officers.
2
-
-
Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing M30 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
2
-
-
Supplying and fixing of RCC M30(1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing etc complete
56.52
-
-
Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974
2
-
-
Supply and fixing in position of enamel water level indicator with all accessories of approved pattern and design etc., complete as per standard specifications and as directed by Engineer-in-charge
5
-
-
Providing and fixing of RCC M30 (one cement, one and half sand and three course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete 0.30m dia
8
-
-
Painting the AMRUT 2.0 Emblum and |writing the slogon in accordance with |size and specifications as approved by |the TWAD Board Officers with approved |colour and |complete etc., and as directed by TWAD|exterior surface of Service Reservoirquality of paint on the |Board Officers.
7.5
-
-
Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard by TWAD Board Officers.specification and as directed
83.67
-
-
Construction of masonry valve pit as per type design of sluice valve, coverr sluice air valve and fixing the valves earth work excavation for foundation PCC 1:4:8 using 40 mm HBG metal for leveling course Brick work in CM 1:5 for side wall plastering in C.M 1:3 12 mm tk RCC 1:1 1/2:3 using 20 mm HBG standard for cover slabs providing cut stone in C.M for 1:3 including Supply and fabricatting and plaace of grills for following valve inside charge for PVC cast of fixing suitable rate as sreech in position refilling the sides etc completes as specification. (Sluice valve pit 200mm)
2
-
-
Construction of masonry valve pit as per type design of sluice valve, coverr sluice air valve and fixing the valves earth work excavation for foundation PCC 1:4:8 using 40 mm HBG metal for leveling course Brick work in CM 1:5 for side wall plastering in C.M 1:3 12 mm tk RCC 1:1 1/2:3 using 20 mm HBG standard for cover slabs providing cut stone in C.M for 1:3 including Supply and fabricatting and plaace of grills for following valve inside charge for PVC cast of fixing suitable rate as sreech in position refilling the sides etc completes as specification. (Scour valve pit 150mm)
2
-
-
Providing pipe connection by lifting pipes and specials in verch and dinection and placing the same for requiring designed including lifting the pipe and specials in various height of inlet, outlrt, over the scour including earth work excavation conveying the pipe and special in to trench using to proper grade as including labour charges and supply of valve pipes specials M/s clamps to fix the pipe wide the complete extra and taxes as duties and completed.
Horizontal laying 1) At G.L., 2) At Roof level , 150 mm CI Pipe
-
-
-
Vertical laying up to 2m ht. from G.L.
1.27
-
-
Vertical laying from 2m to 4m.
0.82
-
-
Vertical laying from 4m to 6m
0.82
-
-
Vertical laying from 6m to 8m
0.82
-
-
Vertical laying from 8m to 10m
0.82
-
-
Vertical laying from 10m to 12
0.82
-
-
Vertical laying12,m 14m
0.82
-
-
Vertical laying14m 16m
0.82
-
-
Vertical laying16m 18m
0.82
-
-
Vertical laying18m 19.5 m
0.62
-
-
Supply and delivery of 150 CI Pipe for plumbing 2m
846.66
-
-
Supply and delivery of 150mm CI Pipe for plumbing 1m -1 No
1
-
-
150 mm CI D/F SLUICE VALVE
1
-
-
150 mm CI 90 DEG D/F BEND
60
-
-
150 mm CI Flanged socket
26
-
-
150 mm CI DUCKFOOT FLANGED BEND
29
-
-
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. 150mm Providing MS clamp set to fix the inlet Pipe with column
OUTLET
Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection Horizontal laying At G.L.
10
-
-
200 mm CIPipe
Vertical laying up to 2m ht. from G.L.
2.13
-
-
Vertical laying from 2m to4m
1.2
-
-
Vertical laying 4 m 6m
1.2
-
-
Vertical laying 6m 8m
1.2
-
-
Vertical laying 8 m 10m
1.2
-
-
Vertical laying 10m 12m
1.2
-
-
Vertical laying 12 m 14m
1.2
-
-
Vertical laying 14m 16m
1.2
-
-
Supply and delivery of 200mm CI Pipe for plumbing ( 2m)
1053
-
-
Supply and delivery of 200mm CI Pipe for plumbing 1m
1
-
-
200mm CI D/F SLUICE VALVE
1
-
-
200 mm CI 90 DEG D/F BEND
32
-
-
200 mm CI Flanged socket
40
-
-
200 mm CI DUCKFOOT FLANGED BEND
47
-
-
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. - 200mm
Providing MS clamp set to fix the outlet Pipe with column
11
-
-
SCOUR
Conveying CI Pipe within a lead of 200m, Laying and Jointing for Tank Plumbing work (TWAD SOR-2022-2023:PgNo:300)
150 mm CIPipe
-
-
-
Vertical laying up to 2m ht. from G.L.
1.27
-
-
Vertical laying from 2m to 4m.
0.82
-
-
Vertical laying from 4m to 6m
0.82
-
-
Vertical laying from 6m to 8m
0.82
-
-
Vertical laying from 8m to 10m
0.82
-
-
Vertical laying from 10m to 12
0.82
-
-
Vertical laying 12 m 14m
0.82
-
-
Vertical laying 14m 16m
0.76
-
-
Supply and delivery of 150mm CI Pipe for plumbing (2m )
696.65
-
-
Supply and delivery of 150mm CI Pipe for plumbing (1m )
1
-
-
150mm CI D/F SLUICE VALVE
1
-
-
150 mm CI DUCKFOOT FLANGED BEND
29
-
-
150 mm CI Flanged socket
26
-
-
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. - 150mm Providing MS clamp set to fix the SCOUR Pipe with column
8
-
-
OVERFLOW Lifting and positioning of C.I / G.I / DI/ MS Pipes in vertical direction for service reservoir pipe connection
-
-
-
150 mm CIPipe
Vertical laying up to 2m ht. from G.L.
1.32
-
-
Vertical laying from 2m to 4m.
0.82
-
-
Vertical laying from 4m to 6m
0.82
-
-
Vertical laying from 6m to 8m
0.82
-
-
Vertical laying from 8m to 10m
0.82
-
-
Vertical laying from 10m to 12
0.82
-
-
Vertical laying12,m 14m
0.82
-
-
Vertical laying14m 16m
0.82
-
-
Vertical laying16m 18m
0.82
-
-
Vertical laying18m 19.0 m
0.41
-
-
Supply and delivery of 150mm CI Pipe for plumbing 2m
830.22
-
-
150 mm CI 90 DEG D/F BEND
60
-
-
150 mm CI DUCKFOOT FLANGED BEND
26
-
-
150 mm CI Flanged socket
29
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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. -150mm
10
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