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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | ₹7.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.5 Cr+₹17.1 L (2.33%)Rejected-AOC | ₹7.5 Cr+₹17.1 L (2.33%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.7 Cr+₹29.8 L (4.06%)Rejected-AOC | ₹7.7 Cr+₹29.8 L (4.06%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not responsive |
| 5 | Rejected-Technical H G 2253 THNB AVADI CHENNAI 54 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600054 | - | - | Rejected-Technical Not responsive |
Tender Value
₹7.5 Cr
EMD Value
₹3.9 L
Closing Date
26 Jun 2024, 3:30 pmClosed
Superintending engineer
SIPCOT Head office Egmore Chennai
Providing Internal Water Supply arrangements including Construction of 2Nos of Pump Room in SIPCOT Industrial Park, Shoolagiri - Phase - I
2024_SIPCT_453225_1
NIT.No.02/CD/T.No.02/2024-25
Open Tender
Civil Works
Lump-sum
300 days
SIPCOT Industrial Park, Shoolagiri
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹3.9 L
SIPCOT Head office
24 Oct 2024
10 Jun 2024
27 Jun 2024
10 Jun 2024
26 Jun 2024
10 Jun 2024
18 Jun 2024
Amount
(PART A) - Providing Distribution water supply lines arrangements from OHT.1 to Phase-IV
Eath work excavating and depositing on bank other than loose soil with an intial lead of 10 meters and initial lift of 2 meters etc complete complying with standard specifications and as directed by SIPCOT Officers.
Excavation work excavation for pipe laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking ,dewatering wherever necessary,cost of gelating,electric detonator,licensed shot fireman.labour for filling earth in gunny bags,M.S Plates,barricading,putting up road diversion boards and providing red lights signal during night,removal of debris etc.,where open blasting is prohibited etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and conveying to site, the following sizes of OPVC pipes of class PN12.50 class 500, as specified in Technical specifications in standard lengths including all necessary fittings and specials including labour charges for loading, unloading and stacking at site and transportation charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
110mm dia OPVC Pipes
160mm dia OPVC Pipes
200mm dia OPVC Pipes
250mm dia OPVC Pipes
400mm dia OPVC Pipes
Supply and delivery of DI D/F PN10 pipes confirming to ISI and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges etc complete complying with standard specifications and as directed by SIPCOT Officers. (Road crossing).
100mm X5m DI D/F Pipes
150mm X5m DI D/F Pipes
200mm X5m DI D/F Pipes
Supply, delivery of DI Specials as per IS 9523/2000 and as directed by the SIPCOT Officers (100 TO 400mm)
400 mm dia
200 x 100 mm dia
Lowering DI pipes to trench and laying to proper grade and alignment etc complete complying with standard specifications and as directed by SIPCOT Officers. (Road crossing)
100mm X5m DI D/F Pipes
150mm X5m DI D/F Pipes
200mm X5m DI D/F Pipes
Jointing the DI double flanged PN10 pipes and specials with rubber insertion to the required specifications with MS bolts and nuts, complete and testing the pipes to the required pressure with water [including cost of jointing materials]. etc complete complying with standard specifications and as directed by SIPCOT Officers. (Road crossing)
100mm X5m DI D/F Pipes
150mm X5m DI D/F Pipes
200mm X5m DI D/F Pipes
Supply, delivery of OPVC Specials As Per IS 1736-1995 including unloading, transportation and stacking charges.Specials for OPVC pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 etc complete complying with standard specifications and as directed by SIPCOT Officers.
OPVC Bends -90°
OPVC Equal Tee
OPVC Reducer
250 mm X 200 mm
250 mm X 160 mm
250 mm X 110 mm
200 mm X 110 mm
200 mm X 160 mm
160 mm X 110 mm
160 mm X 110 mm
110 mm OPVC EndCap
100mm DI PRESSURE Reducing Valves In 110mm OPVC Main
12.14.2 DI Pressure Reducing Valve (PN10/16) with the function to reduce downstream pressure to set point irrespective of upstream fluctuations. The downstream pressure set point can be changed as per the requirement. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing 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. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. 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 SS 304 as per standard parts according to DIN EN 12 266-1 with 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 etc complete complying with standard specifications and as directed by SIPCOT Officers.
100mm valve in 110mm OPVC Main At J68 To J69 & J37 to J38
400 mm Flow Meter Ln 400mm OPVC Main
Electromagnetic Flow Meter conforming to ISO 17025 Standard 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 magmeters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street 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 /Polyurethane/PTFE preferably by SBR or EPDM. etc complete complying with standard specifications and as directed by SIPCOT Officers.
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 Anticorrosive 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. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply, delivery and fixing of the following sizes of CI D/F valves for nominal pressure, scour valves, air valves suitable for operationg with CI handle and key rod etc, specials surface box and other jointing materials [as per annexture]etc complete complying with standard specifications and as directed by SIPCOT Officers.
CI D/F SLUICE VALVE
400mm CI Sluice Valve In 400mm OPVC Main
250mm Sluice Valve in OPVC Main
125mm Sluice Valve OPVC Main
160mm Sluice Valve OPVC Main
DI/DF SCOUR VALVE (D/2 = size)
80mm Scour Valve In 110mm OPVC LINE
Lowering of OPVC pipes joining with PVC couples with cement paste and specials in the trenches and laying to proper grade etc complete complying with standard specifications and as directed by SIPCOT Officers.
Testing of M.S. / C.I. / D.I / P.V.C. / OPVC / 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.
110mm OPVC Pipes
160mm OPVC Pipes
200mm OPVC Pipes
250mm OPVC Pipes
400mm OPVC Pipes
Construction of masonry valve pit for sluice valves, scour valve and air valves for fixing the valves including earth work excavation refilling wherever necessary cement concrete 1:4:8 using 40mm HBG metal for levelling course brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick RCC 1:2:4 using 20mm HBG stone jelly for cover slabs providing cut stones in CM 1:3 including supply, fabricating and placing in position of RTS grill including centering shuttering change and fixing surface box, valves and specials in position, refilling the sides of the pits etc complete complying with standard specifications and as directed by SIPCOT Officers.
400MM Sluice Valves Chamber (200 X 1200)
250MM Sluice Valves Chamber (1500 X 900)
125MM Sluice Valves Chamber (1200 X 750)
80mm CI Scour Valves Chamber (900 X 750)
100mm PRV Valve Pit (1.50 X 1.00 X 1.30)
400mm Flow Meter
Refilling with excavated earth (other than sand) after the pipes are laid etc complete complying with standard specifications and as directed by SIPCOT Officers.
Filling the pipe line trench with imported earth conveyed with a lead of 5KM for hard rock removal area with 15cm bedding below the pipe and above the bedding upto the hard rock removal portion to protect the OPVC pipe from rock filling including the cost of loading,unloading,filling the trench,compaction etc complete complying with standard specifications and as directed by SIPCOT Officers.
Earth work by removing hard rock
(PART B) - Providing Distribution water supply lines arrangements from OHT.2 to Phase-IV
Eath work excavating and depositing on bank other than loose soil with an intial lead of 10 meters and initial lift of 2 meters. SS20B etc complete complying with standard specifications and as directed by SIPCOT Officers.
Excavation work excavation for pipe laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking ,dewatering wherever necessary,cost of gelating,electric detonator,licensed shot fireman.labour for filling earth in gunny bags, M.S Plates,barricading,putting up road diversion boards and providing red lights signal during night,removal of debris etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and conveying to site, the following sizes of OPVC pipes of class PN12.50 class 500, as specified in Technical specifications in standard lengths including all necessary fittings and specials including labour charges for loading, unloading and stacking at site and transportation charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply and delivery of DI D/F PN10 pipes confirming to ISI and as amended from time to time and for delivery at site including loading ,unloading fright,stacking and transit , insurance charges of etc complete complying with standard specifications and as directed by SIPCOT Officers. Road crossing works
200mm X5m DI D/F Pipes
100mm X5m DI D/F Pipes
Supply, delivery of DI Specials as per IS 9523/2000 aetc complete complying with standard specifications and as directed by SIPCOT Officers.
Jointing the DI double flanged PN10 pipes and specials with rubber insertion to the required specifications with MS bolts and nuts, complete and testing the pipes to the required pressure with water [including cost of jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.
200mm X5m DI D/F Pipes
100mm X5m DI D/F Pipes
Supply, delivery of OPVC Specials As Per IS 1736-1995 including unloading, transportation and stacking charges.Specials for OPVC pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 etc complete complying with standard specifications and as directed by SIPCOT Officers.
OPVC Bends -90° (Elbow)
OPVC Equal Tee
OPVC Reducer
200 mm X 110 mm OPVC Reducer
110 mm X 90 mm OPVC Reducer
OPVC EndCap
110 mm OPVC EndCap
Pressure Reducing Valves: Supply and delivery of DI D/F Diaphragm type own medium controlled valve with cast body of ductile iron grade GGG-40/50 or EN-GJS-400/500 or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour, 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], 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. etc complete complying with standard specifications and as directed by SIPCOT Officers.
DI Pressure Reducing Valve (PN10/16) with the function to reduce downstream pressure to set point irrespective of upstream fluctuations. The downstream pressure set point can be changed as per the requirement. Pilot valve system having Stainless Steel / Brass fittings with spring of SS 304 as per standard parts according to DIN EN 12 266-1 with 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. etc complete complying with standard specifications and as directed by SIPCOT Officers.
100mm valve in 110mm OPVC Main.
Supply, delivery and fixing of the following sizes of CI D/F valves for nominal pressure, scour valves, air valves suitable for operationg with CI handle and key rod etc, specials surface box and other jointing materials [as per annexture]etc complete complying with standard specifications and as directed by SIPCOT Officers.
CI D/F SLUICE VALVE
200mm dia
100mm dia
CI D/F SCOUR VALVE (D/2 = size)
80mm dia
Lowering of OPVC pipes and specials int he trenches and laying to proper grade and alignment, jointing with PVC couplers with cement paste etc complete complying with standard specifications and as directed by SIPCOT Officers.
Testing of M.S. / C.I. / D.I / P.V.C. / OPVC / 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. etc complete complying with standard specifications and as directed by SIPCOT Officers.
110mm dia OPVC Pipes
200mm dia OPVC Pipes
Construction of masonry valve pit for sluice valves, scour valve and air valves for fixing the valves including earth work excavation refilling wherever necessary cement concrete 1:4:8 using 40mm HBG metal for levelling course brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick RCC 1:2:4 using 20mm HBG stone jelly for cover slabs providing cut stones in CM 1:3 including supply, fabricating and placing in position of RTS grill including centering shuttering change and fixing surface box, valves and specials in position, refilling the sides of the pits etc complete complying with standard specifications and as directed by SIPCOT Officers.
SLUICE VALVE
SCOUR VALVE
Refilling with excavated earth(other than sand )etc complete complying with standard specifications and as directed by SIPCOT Officers.
Filling the pipe line trench with imported earth(ordinary soil other than loose soil) conveyed with a lead of 5KM for hard rock removal area with 15cm bedding below the pipe and above the bedding upto the hard rock removal portion to replace hard rock refilling to protect the OPVC pipe from rock filling includin cost of soil, conveyance,loading,unloading,filling the trench,compaction etc complete complying with standard specifications and as directed by SIPCOT Officers.
Flow Meter - 200mm ø water meter. Electromagnetic Flow Meter conforming to ISO 17025 Standard 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 magmeters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street 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 /Polyurethane/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 Anticorrosive 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. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. etc complete complying with standard specifications and as directed by SIPCOT Officers.
(PART C) - Providing Pumping Machinaries for internal water supply system in Phase-IV
Supply, delivery & installation of vertical type openwell submergible pumpset to the following duty and head extra as per IS:14220., etc complete complying with standard specifications and as directed by SIPCOT Officers.
pumpset 1500 LPMx40m head (20Hp) - from sump.1 to OHT.1 and Sump-2 to OHT-2. etc complete complying with standard specifications and as directed by SIPCOT Officers.
pumpset 2500 LPMx40m head (40Hp) - from sump.1 to sump.2. (2Nos Spare.) etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply ,delivery and fixing of 150mm dia Pressure Gauge and other guages including all accessories as per specification (For Delivery to be mounted on wall on Teak Wood Board etc complete complying with standard specifications and as directed by SIPCOT Officers.
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 complete complying with standard specifications and as directed by SIPCOT Officers.
Suitable for 20 HP Motor
Suitable for 40 HP Motor
Supply, delivery of following size of 1.1 KV GRADE ARMOURED ALUMINIUM CONDUCTOR CROSS LINKED POLY ETHYLENE INSULATED PVC SHEATHED CABLES CONFORMING TO IS 7098 (PART I)/1988 WITH ISI MARKING etc complete complying with standard specifications and as directed by SIPCOT Officers.
3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room))
3.5 core x 95 Sq.mm. (From M V Panel to to each 40HP motor connections - pump room)
3.5 core x 50 Sq.mm.(For 20 HP motor connections at Pump room)
3.5 core x 35 Sq.mm.(For Capacitors & Lighting)
Labour charges for Laying the following sizes of cables from EB supply to MV Panel board through LT metering as per IE rules etc complete complying with standard specifications and as directed by SIPCOT Officers.
3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room)
3.5 core x 95 Sq.mm. (From M V Panel to to each 40HP motor connections - pump room)
3.5 core x 50 Sq.mm.(For 20 HP motor connections at Pump room)
3 .5core x 35 Sq.mm.(For Capacitors & Lighting)
Labour charges for Jointing the following sizes of UG cable including cost of jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.
3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room)
3.5 core x 95 Sq.mm. (From M V Panel to to each 40HP motor connections - pump room)
3.5 core x 50 Sq.mm.(For 20 HP motor connections at Pump room)
3.5 core x 35 Sq.mm.(For Capacitors & Lighting)
Suppling and fixing of cable gland suitable for following size Aluminium 3.5 core cable . etc complete complying with standard specifications and as directed by SIPCOT Officers.
3.5 core x 150 Sq.mm.(From EB pole to Meter board at Pump room and SFU to MV Panel at Pump room)
3.5 core x 95 Sq.mm. (From M V Panel to to each 40HP motor connections - pump room)
3.5 core x 50 Sq.mm.(For 20 HP motor connections at Pump room)
3.5 core x 35 Sq.mm.(For Capacitors & Lighting)
Supply , delivery and fixing in position of following medium voltage power capacitor electric as per IS 2384 suitable for 415 v - 3 phase , 50Hz, AC suplly duly banked with copper bus bar of ample current carring capacity, sheet steel terminal cover bushings with terminals etc complete complying with standard specifications and as directed by SIPCOT Officers.
For 40 HP Pumpsets(15 KVAR=2Nos),
For 20 HP Pumpsets(10KVAR=4Nos)
Supply and fixing of Twin C.I. earthing suitable for 20 - 60 HP Open well submersible pumpsets (As per IS 3043/1987 and latest amendments) etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply, delivery and erection of Three Phase 6 way 32 Amps, 10kA LDB with the following:1 No of 40 A FP isolator for incoming supply 3 Nos. of 25A, DP RCCB 3 Nos. of 10 A, SP MCB 1 No of 32 A, DP MCB 3 Nos of 6A, DP MCB in sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Run of 2 of 2.5sq mm PVC unsheathed copper single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket. etc complete complying with standard specifications and as directed by SIPCOT Officers.
Wiring with 2.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire. etc complete complying with standard specifications and as directed by SIPCOT Officers.
Light points
Fan Points
Exhaust fan points
Wiring with 2.5 sq.mm PVC unsheathed single core copper cable on suitable rigid PVC pipe for 5A 3 pin CS plug non interlocking including supply and fixing of plug pin top in MS box with continuous earth connection by 14 SWG TC wire.
Lighting Fixtures
Supply and installation of 215 V - 1 x 40 W Flouresent TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
Supply and installation of 215 V - 2 x 40 W Flouresent TL fitting industrial type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
Supply and fixing of water tight bulk head fitting suitable for 100W bulb with lamp guard and lamp.
Supplying and fixing of 12" sweep AC exhaust fan complete including providing necessary opening in the wall.
Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms.
Supply and erection of 1 No 3" dia 2 m long tubular Wall Mounted post with complete,and T5 Street Light (IP65) EB / 4 x 24W T5 etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and clamping of PVC , LTUG cable by M.S.clamps on wall for 2 core 4 sq.mm
Suppling and fixing of cable gland and termination with earth connection for 2 core 4 sq.mm
Supplying and fixing of 15 amps, single phase, DP SFU switch with F&N on suitable TW Board with earth connection only etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply and delivery of following safety appliances including all taxes, duties, and handling charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Electrical gloves tested to 11 KV/22 KV with wooden box with French chalk powder
Electrical quality 6 mm thick rubber mat
5 Kg capacity ISI marked Dry chemical powder fire extinguisher
Fire buckets – 3 Nos. Hooked to MS stand
Laminated shock treatment chart
Wooden First Aid Box
Rechargable emergency lamp (600)
Supply, delivery, eriction, testing and commising of following capacity Diesal Generator set. Genenator with auto main failure panel (AMF Panel) etc complete complying with standard specifications and as directed by SIPCOT Officers.
100 KVA (Pump room 1) & (Pump room 2)
(PART D) - Providing Pumping Main lines arrangements from Sump.1 to Sump.2
Eath work excavating and depositing on bank other than loose soil with an intial lead of 10 meters and initial lift of 2 meters- 200mm dia DI pipe etc complete complying with standard specifications and as directed by SIPCOT Officers.
Excavation work excavation for 200mm dia DI -K7 pipe laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking ,dewatering wherever necessary,cost of gelating,electric detonator,licensed shot fireman.labour for filling earth in gunny bags,M.S Plates,barricading,putting up road diversion boards and providing red lights signal during night,removal of debris etc.,where open blasting is prohibitedetc complete complying with standard specifications and as directed by SIPCOT Officers.
Refilling with excavated earth other than sand with an initial head load of 100m and deposting the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed, watered and consolidated etc complete complying with standard specifications and as directed by SIPCOT Officers.
Barricading work (where there is less traffic areas & border roads etc.,) for laying pipes using casurina poles at 1.50m centre to centre (8cm to 10cm dia & 1.80m height) vertical with horizontal poles in road facing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and delivery of centrifugally cast (spun) Ductile iron pressure pipes for water, gas conforming to IS 8329/2000 etc complete complying with standard specifications and as directed by SIPCOT Officers. 200mm dia K7 DI PIPE
Lowering of DI pipes and specials in the trenches and laying to proper grade and alignment etc complete complying with standard specifications and as directed by SIPCOT Officers. 200MM ø K7 DI PIPE
Jointing of CI/DI/ S/S pipe and specials with rubber gaskets ( tyton joint)including cost of lubricants, testing to therequired pressure with water (including jointing materials) 200 mm dia DI Pipe
Supplying and delivery of centrifugally cast (spun) Ductile iron fittings pipes conforming to IS 9523/2000 etc complete complying with standard specifications and as directed by SIPCOT Officers.
Jointing the CI/DI Double flanged pipes and specials with rubber insertion & bold & Nuts conforming to 638(1979) including Notes and Jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.
200mm dia
80mm dia
100mm dia
Testing of CI/DI pipes with hydraulic testing equipment by filling with water but including other incidential and operational charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply and delivery and fixing of following sizes of sluice value as per standard specifications including necessary pipes,specials. CI D/F Sluice value with CAP/Wheel as per IS 14846/2000 etc complete complying with standard specifications and as directed by SIPCOT Officers. 200 mm dia DI Pipe
200mmø - Sluice valve
200mmø - Non return valve
100mmø - Scour valve
Supply and delivery and fixing of C.I double acting 80 mm dia air valve as per standard specifications including necessary pipes,specials. CI D/F Sluice value with CAP/Wheel as per IS 14845/2000 etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply, Installation, testing & commissioning of electromagnetic flow meter conforming to ISO 17025 etc complete complying with standard specifications and as directed by SIPCOT Officers.
Construction of masonry valve pit for sluice valves, scour valve and air valves for fixing the valves including earth work excavation refilling wherever necessary cement concrete 1:4:8 using 40mm HBG metal for levelling course brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick RCC 1:2:4 using 20mm HBG stone jelly for cover slabs providing cut stones in CM 1:3 including supply, fabricating and placing in position of RTS grill including centering shuttering change and fixing surface box, valves and specials in position, refilling the sides of the pits etc complete complying with standard specifications and as directed by SIPCOT Officers.
Sluice valve 200MM ø
Scour valve 100MM ø
Air valve 80MM ø
Flow meter 200MM ø
Part E - Providing Pumping Main lines arrangements from Sump.1 to OHT.1& Sump.2 to OHT.2
Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in all types of strata of soil excluding hard rock with standard width and depth including baricading baling out water if any and refilling the soil after the pipes are laid and testing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Excavation work excavation for pipe laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking ,dewatering wherever necessary,cost of gelating,electric detonator,licensed shot fireman.labour for filling earth in gunny bags,M.S Plates,barricading,putting up road diversion boards and providing red lights signal during night,removal of debris etc.,where open blasting is prohibited etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply and delivery of following sizes of Valves, pipes and specials etc complete complying with standard specifications and as directed by SIPCOT Officers.
150 mm Dia. D/F Sluice Valve with Cap / wheel as per IS 14846/2000 PN 1 with IS marking.(Scour)
150 mm Dia. D/F Sluice Valve with Cap / wheel as per IS 14846/2000 PN 1 with IS marking.(inlet &outlet)
150 mm dia. D/F Reflux valve as per IS 5312 /part I/ 84 with Bye pass arrangements ( PN-1) with IS I marking.
Supplying and delivering of Ductile Iron Flanged pipes for class K7 pipe as IS 8329/2000 and amended from time to time for the following sizes of pipes etc complete complying with standard specifications and as directed by SIPCOT Officers.
150mm DI All Flanged pipe 1.5M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)
150mm DI AllFlanged pipe 1.0M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)
150mm DI AllFlanged pipe 0.5M LENGTH PIPE(PUMPING ARRANGEMENTS SUCTION &DELIVERY)
150mm DI All Flanged pipe 3.0M LENGTH PIPE(OUTLET)
150mm All Flanged pipe 3.0M LENGTH PIPE (INLET &DELIVERY)
150mm All Flanged pipe 1.0M LENGTH PIPE(INLET &DELIVERY)
150mm All Flanged pipe 3.0M LENGTH PIPE (SCOUR)
Lowering of CI / DF Pipes and specials in the trenches/ locations and laying to proper grade and alignment etc complete complying with standard specifications and as directed by SIPCOT Officers.
150mm DI All Flanged pipe 1.5M LENGTH PIPE
150mm DI AllFlanged pipe 1.0M LENGTH PIPE
150mm DI All Flanged pipe 0.5M LENGTH PIPE
150mm All Flanged pipe 3.0M LENGTH PIPE
Jointing the DI – D/F Pipes and specials with rubber insertion sheet to the required specification with MS Bolts and nuts, complete and testing the pipes to the required pressure with water including cost of jointing materials etc complete complying with standard specifications and as directed by SIPCOT Officers.
150mm DI-K7 pipes - OHT.1 to OHT.2
Supply and delivery of DI D/F specials to the work site etc complete complying with standard specifications and as directed by SIPCOT Officers.
150mm dIa Duck Foot 90 degree bend
150mm dia D/F MJ COLLARS
All Flange 150mmx150mmx150mm dia TEE
All Flange 150mm dia 90 degree bend
Jointing the C.I/ D.I Double flanged pipes andspecials 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 complying with standard specifications and as directed by SIPCOT Officers.
150 mm dia D.I. Double flanged pipes and specials
Part F - Construction of Pumroom (1No) at Maruthanadapalli village (Amenity.8)
Earth work excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc complete complying with standard specifications and as directed by SIPCOT Officers.
Hardrock measured in solid including blasting and stacking etc complete complying with standard specifications and as directed by SIPCOT Officers.
Filling with M-sand inlcuding cost and conveyance of sand and labour for filling, levelling , watering, and tamping for foundation etc complete complying with standard specifications and as directed by SIPCOT Officers.
Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Random Rubble masonry with CM 1:5 (one cement and five sand)for footing and basement including cost of materials,mixing,placing,curing and finishing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Brick Work in CM 1:6 using Second Class Ground Moulded Chamber BurntBricks of size 9" x 4 3/8" x 2 3/4" including Cost of materials and labour charges and conveyance charges etc., complete and as directed by SIPCOT Officers.
Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including struttiong upto 3.3.mt,height using MS sheets if size 90cm x 60cm and stiffend with welded MS angle of size 25mm x 25mm x3mm laid over silver oak (country wood ) joists of size 10cmx6.5cm (space ata about 90cm x 60cm and BG 10 gauge (Spaced at 75cm c/c)complying with standard specification etc complete complying with standard specifications and as directed by SIPCOT Officers.
Vertical surface
Plain surface
R.C.C Reinforced cemeny concrete 1:1 1/2:3 (one cement,two sand ,four course aggregate)using 20mm size hard blue granite stone (machine crused)for beam and roof slab excluding cost of reinforcement,fabrication and placing the grills in position and excliding cost of centering,shuttering,strutting but including curing and finishing mixing concrete using machanical mixer machine and compaction by machanical vibrator etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply,fabricating and placing in position of RTS grills at all height for reinforcement including cost of steels all works and labors charge including cost of binding wirw etc.complete for R.C.C works etc complete complying with standard specifications and as directed by SIPCOT Officers.
Pointing in CM 1:5 for RR etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and filling in foundation, basement, etc with filling conveyed Earth with initial lead & lift with a conveyance of 5 km in layers of not more than 15 cm thick well watered, rammed and consolidated etc complete complying with standard specifications and as directed by SIPCOT Officers.
Ceiling plastering with C.M 1:3 (one cement and three sand)10mm thickness room including labour charges for mixing,finishing,curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Plastering with CM 1:5 (one cement and five sand )12mm thick including cost on materials,labour charges for finishing,curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying & fixing of pull and push type rolling shutter and section using 18GI sheetof including all cost with fitting,one coat red oxide primer etc.,complete as directed by SIPCOT officers. Size 2.5*3.00m
Supplying and Fixing iof ms Door fully pannelled single leaf including all coat with fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. (the design should be get approved by the SE before supply and fixing) 1.0 x 2.0m .)
Supplying & fixing of MS window two leaf including all cost with fitting etc.,complete as directed by SIPCOT officer (the design should be got approved by the SE before supply and fixing) 0.9m*1.2m
Supplying & fixing of MS ventilator including all cost with fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. (the design should be got approved by the SE before supply and fixing) 0.45m*0.6m
White washing 2 coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wall surface etc complete complying with standard specifications and as directed by SIPCOT Officers.
Painting new iron works such as steel doors, windows, ventilators, Rolling shutter etc., with two coats of best approved first quality and colour of synthetic enamel paint over the red oxide priming coat in all floors including cost of priming coat etc complete complying with standard specifications and as directed by SIPCOT Officers.. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc complete complying with standard specifications and as directed by SIPCOT Officers.
Finishing the top of roof with one course of Anti skid / Non Salippery Solar Reflectance index weather proof cool tiles of size 305mmx305mmx7mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Part G - Construction of Pump Room (1 no) at Nallaganakothapalli village (Amenity.8)
Earth work excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc complete complying with standard specifications and as directed by SIPCOT Officers.
Hardrock measured in solid including blasting and stacking etc complete complying with standard specifications and as directed by SIPCOT Officers.
Filling with M-sand inlcuding cost and conveyance of sand and labour for filling, levelling , watering, and tamping for foundation etc complete complying with standard specifications and as directed by SIPCOT Officers.
Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Random Rubble masonry with CM 1:5 (one cement and five sand)for footing and basement including cost of materials,mixing,placing,curing and finishing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Brick Work in CM 1:6 using Second Class Ground Moulded Chamber BurntBricks of size 9" x 4 3/8" x 2 3/4" including Cost of materials and labour charges and conveyance charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including struttiong upto 3.3.mt,height using MS sheets if size 90cm x 60cm and stiffend with welded MS angle of size 25mm x 25mm x3mm laid over silver oak (country wood ) joists of size 10cmx6.5cm (space ata about 90cm x 60cm and BG 10 gauge (Spaced at 75cm c/c) etc complete complying with standard specifications and as directed by SIPCOT Officers.
Vertical surface
Plain surface
R.C.C Reinforced cemeny concrete 1:1 1/2:3 (one cement,two sand ,four course aggregate)using 20mm size hard blue granite stone (machine crused)for beam and roof slab excluding cost of reinforcement,fabrication and placing the grills in position and excliding cost of centering,shuttering,strutting but including curing and finishing mixing concrete using machanical mixer machine and compaction by machanical vibrator etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supply,fabricating and placing in position of RTS grills at all height for reinforcement including cost of steels all works and labors charge including cost of binding wirw etc complete complying with standard specifications and as directed by SIPCOT Officers.
Pointing in CM 1:5 for RR etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying and filling in foundation, basement, etc with filling conveyed Earth with initial lead & lift with a conveyance of 5 km in layers of not more than 15 cm thick well watered, rammed and consolidated etc complete complying with standard specifications and as directed by SIPCOT Officers.
Ceiling plastering with C.M 1:3 (one cement and three sand)10mm thickness room including labour charges for mixing,finishing,curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Plastering with CM 1:5 (one cement and five sand )12mm thick including cost on materials,labour charges for finishing,curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Supplying & fixing of pull and push type rolling shutter and section using 18GI sheetof including all cost with fitting,one coat red oxide primer etc complete complying with standard specifications and as directed by SIPCOT Officers. Size 2.5*3.00m
Supplying and Fixing iof ms Door fully pannelled single leaf including all coat with fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. (the design should be get approved by the SE before supply and fixing) 1.0 x 2.0m
Supplying & fixing of MS window two leaf including all cost with fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. (the design should be got approved by the SE before supply and fixing) 0.9m*1.2m
Supplying & fixing of MS ventilator including all cost with fitting etc complete complying with standard specifications and as directed by SIPCOT Officers. (the design should be got approved by the SE before supply and fixing) 0.45m*0.6m
White washing 2 coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc complete complying with standard specifications and as directed by SIPCOT Officers.
Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wall surface etc complete complying with standard specifications and as directed by SIPCOT Officers.
Painting new iron works such as steel doors, windows, ventilators, Rolling shutter etc., with two coats of best approved first quality and colour of synthetic enamel paint over the red oxide priming coat in all floors including cost of priming coat etc complete complying with standard specifications and as directed by SIPCOT Officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc complete complying with standard specifications and as directed by SIPCOT Officers.
Finishing the top of roof with one course of Anti skid / Non Salippery Solar Reflectance index weather proof cool tiles of size 305mmx305mmx7mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc complete complying with standard specifications and as directed by SIPCOT Officers.
Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
Added GST of 18%
MURUGANANTHAN (BID ID -1070167)
R K CONTRUCTIONS (BID ID -1070008)
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