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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC | ₹6.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.4 Cr+₹51.2 L (7.43%)Accepted-AOC | ₹7.4 Cr+₹51.2 L (7.43%) | L2 | Accepted-AOC Accepted |
| Sl No | Description | Qty | Unit | RaniNithya Engineers and Developers Private Limited L1 | ATCHAYA ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Supply,delivery of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 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 100 mm DI K7 Class S/S Pipe | 3,046 | 1 Rm (One Running Metre) | 1,360 ₹41,42,560 Lowest | 1,412 ₹43,00,952 |
| 2.00 | 150 mm DI K7 Class S/S Pipe | 77 | 1 Rm (One Running Metre) | 1,932 ₹1,48,764 Lowest | 1,983 ₹1,52,691 |
| 3.00 | 200 mm DI K7 Class S/S Pipe | 1,289 | 1 Rm (One Running Metre) | 2,497 ₹32,18,633 Lowest | 2,547 ₹32,83,083 |
| 4.00 | 250 mm DI K7 Class S/S Pipe | 1,786 | 1 Rm (One Running Metre) | 3,285 ₹58,67,010 Lowest | 3,335 ₹59,56,310 |
| 5.00 | 300 mm DI K7 Class S/S Pipe | 5,990 | 1 Rm (One Running Metre) | 4,197 ₹2,51,40,030 Lowest | 4,248 ₹2,54,45,520 |
| 6.00 | Supply and delivery of DI D/F PN10 Flanged pipes confirming to IS Specification 8329/2000 and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by Engineer in charge. 200mm DI PN10 D/F Class Pipe of 5.00 m Length | 28 | 1 No. (One Number) | 19,706 ₹5,51,768 Lowest | 19,757 ₹5,53,196 |
| 7.00 | Supply of the following UPVC 6 KSC pipes and specials as per IS specifications for Cable 50 MM UPVC 6 KSC pipe
(Power Cable Cover Pipe) | 610 | 1 Rm (One Running Metre) | 47 ₹28,670 Lowest | 97 ₹59,170 |
| 8.00 | 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. DI D/S Specials (100 mm to 200 mm) | 1,239 | 1 kg (One Kilogram) | 146 ₹1,80,894 Lowest | 197 ₹2,44,083 |
| 9.00 | DI D/S Specials (250 mm to 300 mm) | 2,551 | 1 kg (One Kilogram) | 149 ₹3,80,099 Lowest | 199 ₹5,07,649 |
| 10.00 | DI D/F Gate Valves with Specials:
'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 Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge | 2 | 1 Set (One Set) | 62,697 ₹1,25,394 Lowest | 62,747 ₹1,25,494 |
Tender Value
₹9.2 Cr
EMD Value
₹9.2 L
Closing Date
12 Jun 2025, 3:00 pmClosed
Executive Officer Sankar Nagar Town Panchayat
Executive Officer Sankar Nagar Town Panchayat
Improvements of Water Supply System inSankar Nagar Town Panchayat,Tirunelveli District
2025_DTP_563228_1
99/2024/A1
Open Tender
Civil Works - Water Works
Works
SankarNagar Town Panchayat
Improvements of Water Supply System inSankar Nagar Town Panchayat,Tirunelveli District
3 documents required · 3 mandatory
₹0
₹9.2 L
Yes
Sankar Nagar Town panchayat
24 Nov 2025
2 Jun 2025
12 Jun 2025
2 Jun 2025
12 Jun 2025
3 Jun 2025
6 Jun 2025
Amount
Supply,delivery of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 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 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class S/S Pipe
Supply and delivery of DI D/F PN10 Flanged pipes confirming to IS Specification 8329/2000 and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc. and as directed by Engineer in charge. 200mm DI PN10 D/F Class Pipe of 5.00 m Length
Supply of the following UPVC 6 KSC pipes and specials as per IS specifications for Cable 50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe)
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. DI D/S Specials (100 mm to 200 mm)
DI D/S Specials (250 mm to 300 mm)
DI D/F Gate Valves with Specials: '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 Supply, delivery of Ductile Iron Specials as Per IS 9523/2000 including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying, jointing etc complete as directed by Engineer in Charge
100 mm DI D/F Gate Valve PN 16 - 1 No '100 D.I.Flg /skt T.P. - 1 No '100 D.I.Flg /spgt T.P. - 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 - 2 Nos - 100 mm '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)- 2 Nos- 100 mm 200 mm DI D/F Gate Valve PN 16 in 200mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
200 mm DI D/F Gate Valve PN 16 - 1 No 200 D.I.Flg /skt T.P. - 1 No 200 D.I.Flg /spgt T.P. - 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 - 2 Nos - 200 mm 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)- 2 Nos - 200 mm 250 mm DI D/F Gate Valve PN 16 in 250mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
For Pumping Main - Gate Valve with Specials - Scour 100 mm DI D/F Gate valve for Scour in 200 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
50 mm DI Single chamber Air release valve in 100 mm DI main with fixing of DI Specials as per IS 9523/2000 and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
80 mm DI Single chamber Air release valve in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
80 mm DI Single chamber Air release valve in 300 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below
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. 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class S/S Pipe
200mm DI PN10 D/F Class Pipe
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. 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class S/S Pipe
200mm DI PN10 D/F Class Pipe
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. 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class S/S Pipe
200mm DI PN10 D/F Class Pipe
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. 50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe)
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. 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class 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)
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. 100 mm DI K7 Class S/S Pipe
150 mm DI K7 Class S/S Pipe
200 mm DI K7 Class S/S Pipe
250 mm DI K7 Class S/S Pipe
300 mm DI K7 Class S/S Pipe
200mm DI PN10 D/F Class Pipe
Valve Chamber :Construction of masonry valve chamber: Valve Chamber Size 2.00 m x 1.50 m x 1.30 m
Valve Chamber Size 1.20 m x 1.00 m x 1.20 m
Valve Chamber Size 1.6 m x 1.1 m x 1.4 m
Valve Chamber Size 1.8 m x 1.2 m x 1.6 m
Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity and Road Restoration
Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurement as directed by the Engineer in Charge.
P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge. Below GL upto 1.5 m Depth
Below GL from 1.50 m upto 4.5 m Depth
Flooring with Plain Cement Concrete 1:4:8 (one cement, Four fine aggregates and Eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., and finished with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
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.
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.
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete First Depth of 2 M
Earth work excavation for foundation in Soft disintegrated rock,laterite,soft rock or kankar,not requiring blasting complete and as directed by Departmental Officers Second Depth of 2 M to 3 M
Below GL upto 1.50 m Height
Below GL 1.50 - 4.50 M DEPTH
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 Below GL upto 1.50 m Height
Below GL 1.50 - 4.50 M DEPTH
Above GL 0 -4.50 M
Porous concrete using 20 mm HBG stone in cement and aggregate of 1:4 (one cement and four HBG jelly) for stiening of infiltration well excluding cost of centering but including curing etc. complete and as directed by Departmental Officers.
Brick work in CM 1:5(One Ordinary Portland Cement (OPC) & Five Sand) using ground moulded Second Class Chamber burnt bricks of size 9'' x 4 3/8'' x 2 3/4'' standard specification including finishing, curing, etc., complete complying with standard specification and as directed by Departmental officers.Above GL Upto 4.5 m Height
Above GL 4.50 to 9m Height
Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers.
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.
Painting two coats for Interior surface with approved Interior 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.
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.
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 0-3.30m
Circular Column 0-3.30m
Square Column 0-3.30m
Sinking of infiltration well of 4.50 m internal dia below water level in Ordinary Soil (or) Loose Soil, Sandy Soil including all incidental charges using special tools and plants such as air compressor, helmet etc., complete including baling out water and as directed by Departmental Officers.I depth of 2 m
II depth of 2 m
III depth of 2 m
IV depth of 2 m
V depth of 2 m
VI depth of 2 m
Supply and fixing of cutting edge using 12G MS sheets including the cost of fabrication welding and placing in position in the curb including cost of materials conveyance etc. complete and as directed by Departmental officers.
Plugging the bottom of well with coarse sand passing through a sieve of 10 meshes to 2.50 cm and retained in a sieve of 200 meshes to 2.50 cm etc. complete including Labour Charges as directed by Departmental officers.
Providing anchorage arrangements by drilling borewell using hand bore set to a dia of 4" inserting 110 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 1.0 M before starting drilling of bore wells as per the details annexer 200mmx5m DI D/F pipe (Water Carrying) & 50 mm UPVC 6 KSC Pipe (Cable Cover Pipe)
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 Department. officers. (heavy type)
Supply and fixing of PVC mould CI steps to be embedded 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
Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
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.
Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone Jelly Chips and top surfaces rended smooth in Cement – 10m2 ( no sand to be used ) complete in accordance with the specification and as directed by the Departmental Officers.
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 Door - D - 1.00 m x 2.00m
Fully panelled double leaf Door - D - 0.75 m x 2.10m
Fully panelled double leaf window W1 - 0.90 x 1.20m
Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m
Supplying and Erecting Pull and Push Type Rolling Shutter with ISI make of approved size and section using 18 GI sheet. The shutter shall be painted with one coat of red oxide primer and the rate is inclusive of hood covers, transportation charges etc Rolling Shutter - 2.1m x 2.1m Manually Operated (up to 8 sqm. Area)
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 by Department 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 Department Officers.
Providing and fixing of RCC access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 2Smm x 25mm etc., complete and as directed by Dept officers. RCC Inside Access Ladder - 4.75 m
RCC Outside Access Ladder - 2.30 m
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. Proposed Infiltration Well - 1100 LPM x 25 M - 8 HP Head for 1 Proposed Well (P.I.W-1) (1W+1S)
Existing Infiltration Well - 1100 LPM x 25 M - 8 HP Head for 1 Exisiting Well (E.I.W-1) (1W+1S)
909 LPM x 35 M - 9 HP Head for Proposed SUMP 1.00 LL
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.2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
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. 2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
Supply and delivery of Power capacitor for power factor improvement with oil filled with discharge resistance 3 phase 415 / 440V 50 HZ conforming to ISS with ISI marking 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
For 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 LT Cable
3 Core 16 Sq.mm LT Cable
3 Core 70 Sq.mm LT Cable
Supply and delivery of PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER complete and as directed by Departmental Officers. 3 Core 25 Sq.mm PVC Insulated and Sheathed Cable
Laying of Electrical 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 LT Cable
3 Core 16 Sq.mm LT Cable
3 Core 70 Sq.mm LT Cable
JOINTING OF XLPE INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER and as directed by Departmental Officers. 3 Core 25 Sq.mm PVC Insulated and Sheathed Cable
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.Above 5 HP to 10 HP
2727 LPM x 55 M Head - 42 HP - For Proposed Sump - 1.50 LL
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 .
250 Amps MCCB with Thermo Magnetic Release 4 Pole to control the incoming load from EB supply to Panel Board
250 Amps MCCB with Thermo Magnetic Release 3 Pole to control outgoing supply to the pumpset head with interlocking
MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to Vaccuum Pumpset,outgoing supply to capacitor bank,control outgoing supply to lighting load
63 Amps 3 phase 500 Volt 4 pole to the pumpset
400 Amps 3 phase 500 Volt 4 pole to the pumpset
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 complete and as directed by Departmental Officers.
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.
AC Chargeable Emergency Lamp 2 x 11W PL Lamp with all connected accessories
Supply and Delivery of Led outdoor fittings - 48 Watts LED Focus light with LED fittings, complete and as directed by TWAD Board Officers.
DE Spanner set 6 to 32 Jhalani Make or equivalent
Rings spanner set 6 to 32 Jhalani Make or equivalent
200mm Screw Driver 825 Taparia Make or equivalent
300mm Screw Driver 829 Taparia Make or equivalent
800gm Ball Pane Hammer with Handle Taparia Make
Pipe Wrench 14” Jhalani Make or equivalent
Pipe Wrench 24” Jhalani Make or equivalent
6” Chain wrench best India make or equivalent
Rubber hand gloves
First Aid Box complete with all First Aid Medicines
Shock Treatment Chart fixed in glass frame
4 Nos. Fire Buckets made out of 40 x 40 x 6mm MS Angle
Fire Extinguisher Co2, 4.5 kg. confirming to TAC Norms
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 and Delivery of 200 Amps TPN Switch with HRC Fuses Sheet Steel Double Break complete as per standard specifications and as directed by departmental officers
2T 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 Mtrs. including gear type chain pulley block with GI chain and geared Travelling trolley complete with all accessories including girder
150 mm DI D/F Pipe from Suction Side to 150 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 200 mm Outlet with necessary specials and joints For Infiltration Wells
150 mm DI D/F Pipe from Suction Side to 150 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 200 mm Outlet with necessary specials and joints For Proposed Sump - 1.00 LL
Inlet Side - 200 mm from Infiltration Wells, 80mm Overflow Side, 250 mm DI D/F Pipe from Suction Side to 250 mm Diameter Gate Valve, Reflux Valve,Electromagnetic Flow Meter in Delivery Side to 300 mm Oulet with necessary specials and joints For Proposed Sump - 1.50 LL
Desilting light or sandysoil or silt from wells below water level including the charges for special T&P and air compressor etc. complete. For Existing Infiltration Well
ATCHAYA ASSOCIATES (BID ID -1364259)
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