Provn of sewage treatment plant at 17 FBSU under GE(AF) Trivandrum

Amount

SCHEDULE 'A' PART -IA DESIGN AND BUILD OF STPS (TO BE QUOTED BY THE TENDERER) (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

M&L for Designing (Hydraulically, structuraly & aesthetically) , supply, construction, hydraulic testing, installation, testing & commissioning of advanced fully automatic 50 KLD capacity Package Type STP MS,FRP coated based on SBR technology / MBBR technology with tertiary treatment & disinfection along with online multi parameter Analyzer at outlet for online monitoring of characterestics of treated sewage effluent complete in all respect including foundation for E/M equipments , associated piping work with all electrical, Mechanical, Civil, Piping & Instrumentation works along with detailed specification and yard stick for all civil works for STP, electrical and mechanical components at Sewage Treatment Plant to achieve the characteristics of effluent after treatment as per Note appended here-in-after all as specified and directed.

M&L for Designing (Hydraulically, structuraly & aesthetically) , supply, construction, hydraulic testing, installation, testing & commissioning of advanced fully automatic 100 KLD capacity Package Type STPMS,FRP coated based on SBR technology / MBBR technolog with tertiary treatment & disinfection with online multi parameter Analyzer at outlet for online monitoring of characterestics of treated sewage effluent complete in all respect including foundation forE/M equipments , associated piping work with all electrical, Mechanical, Civil, Piping & Instrumentation works along with detailed specification and yard stick for all civil electrical and mechanical components at Sewage Treatment Plant to achieve the characteristics of effluent after treatment as per Note appended here-in-after all as specified and directed.

Note for 50KLD and 100KLD package type SBR/ MBBR STP (i) The parameters of treated water shall be suitable for toilet flushing and arboriculture . The inlet raw sewage characterestics given in particular specification are indicative only,Contractor shall collect sample of raw water sewage in presence of GE to analysis the actual characterestics of raw sewage and submit the test results to GE before design of STP. (ii) Design and scheme for STP including electro-mechanical and civil works shall be designed according to the actual sewage characterestics test results and the same shall be got vetted from IIT/ NIT and submit for approval of accepting officer prior to exicution. Quoted rates are deemed to be included for all these provisions such as design , preparation of layout scheme of STP and vetting of all details from NIT/IIT for the entire completion of the project. Nothing extra shall be payable in this regard. (iii) The characteristics of effluent after treatment shall conform to the following tolerance limits: 1. pH - 6.5-8.5 2. Suspended Solids : 10mg/l 3. BOD (3 days @ 27 degree Celcious) : 3 mg/l & BOD (5 days) < 10 mg/l 4. COD : 25mg/l 5. Ammoniacal Nitrogen : 5 mg/l 6. Total Nitrogen :10mg/l 7. Total Phosphorous : 2mg/l 8. Oil & Grease : 1mg/l 9. Fecal Coliform : Nil 10. Odour : No foul odour 10. Adequate air pollution control measures shall be provided before commissioning of the plant. Additional facilities required, if any, to achieve the standards laid down by the Kerala Pollution Control Board shall also be made along with.

SCHEDULE 'A' PART -IB BUILDINGS/ STRUCTURES (TO BE QUOTED BY THE TENDERER) (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

Design and Construction of Store cum rest room cum lab with Permanent Specification with RCC M30 framed construction, PCC block masonary super structure, RCC flat roof with PU based water proofing treatment, ATT, Aluminium Joinery incl internal services and finishes etc complete all as specified and as shown on drawings No. WD/294/2023 Sht no. 1/12 to 12/12 Note : - (i)The contractor should design the foundation according to the soil report and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet. (ii) The store cum rest room shall be desinged and built according to the architechtural drawings along with schedule of finishes. (iv) Detailed yard stick along all connected documents shall be submitted before execution of the work for approval of accepting officer. Quoted rates are deemed to be included for all these provisions

Design and construction of Pumphouse building for 50 KLD STP( Pump room including toilet)in single storey with Permanent Specification with RCC M30 framed structure including foundation PCC block masonry,panel walls,ATT,RCC roof slab with PU based water proofing treatment, Aluminium Joinery, concealed electric and water supply etc complete all as specified and as shown on drawings No. SK/30/2023 Sht No. 1/2 Note : - (i)The contractor should design the foundation according to the soil report and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet. (ii) The pumphouse shall be desinged and built according to the architechtural drawings along with schedule of finishes. (iv) Detailed yard stick along all connected documents shall be submitted before execution of the work for approval of accepting officer. Quoted rates are deemed to be included for all these provisions

Design and construction of Pumphouse building for 100 KLD STP( Pump room including toilet)in single storey with Permanent Specification with RCC M30 framed structure including foundation PCC block masonry,panel walls,ATT,RCC roof slab with PU based water proofing treatment, Aluminium Joinery, concealed electric and water supply etc complete all as specified and No. SK/30/2023 Sht No. 2/2 Note : - (i)The contractor should design the foundation according to the soil report and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet. (ii) The pumphouse shall be desinged and built according to the architechtural drawings along with schedule of finishes. (iv) Detailed yard stick along all connected documents shall be submitted before execution of the work for approval of accepting officer. Quoted rates are deemed to be included for all these provisions

SCHEDULE 'A' PART -IC RCC UG SUMP (TO BE QUOTED BY THE TENDERER) (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

Design & Construction of Circular/RCC under ground sewage collection sump of CAPACITY 9550 LITRES with minimum free board 500mm in M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, top slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves,SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround,Internal plaster and external plaster, etc complete all as specified Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet.

Design & Construction of RCC under ground sewage collection sump of CAPACITY 8800 LITRES with minimum free board 500mm in M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, top slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves, SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround,Internal plaster and external plaster, etc complete all as specified Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet

Design & Construction of RCC under ground sewage collection sump of CAPACITY 33700LITRES with minimum free board 500mm in M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, top slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves, SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround,Internal plaster and external plaster,etc complete all as specified Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet

Design & Construction of RCC under ground sewage collection sump of CAPACITY 83700 LITRES with freeboard of 500mm in M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, top slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves, SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround,Internal plaster and external plaster, etc complete all as specified Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet.

Design & Construction of RCC under ground treated water collection sump Capacity 97200 LITRES with two compartments, Compartment No 1- Capacity 40500 ltrs size- 6m x 2.25 x 3m with minimum 0.5m free board. Compartment No 2 - Capacity 56700 ltrs size- 6m x 3.15 x 3m with minimum 0.5m free board. A sepecification wall of 0.3m thick to be provided between 2 compartments in M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, roof slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves, SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround, Internal plaster and external plaster,etc complete all as specified. (Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet.)

Design & Construction of RCC under ground treated water collection sump Capacity 46100 LITRES with two compartments , Compartment No 1- Capacity 31000 ltrs size- 4.5 m x 2.75m x 2.5m with minimum 0.5m free board. Compartment No 2 capacity 15100 ltrs size- 4.5m x 1.35m x 2.5m with minimum 0.5m free board. A seperation wall of 0.3m thick to be provided between 2 compartmentsin M-30 mix design including excavation in all types of strata, timbering, shoring and strutting including bailing/pumbing out of water where required, foundation concrete, RCC bottom slab, side wall, roof slab with man hole covers including water proofing plaster inside and refilling of earth and disposal of surplus soil, including all piping connections valves, SS Ladder rungs, CI ventilation pipe with CI Vent cowl, plinth protection 1000 mm allround, Internal plaster and external plaster, etc complete all as specified Note:- The contractor should design the sump and structural drawings of the same shall be submitted after vetted from IIT/NIT along with design calculation sheet

GENERAL SUMMARY (Note : Schedule 'A' Part II to VI are prepriced by MES under Ser No. 16 to 20.Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only)

Total of Schedule ‘A’ Part II “SITE CLEARANCE/EARTHWORK AND EXCAVATION ”

Total of Schedule ‘A’ Part III “ INTERNAL ELECTRIFICATION”

Total of Schedule ‘A’ Part IV “INTERNAL WATER SUPPLY”

Total of Schedule ‘A’ Part V “ SEWAGE DISPOSAL”

Total of Schedule ‘A’ Part VI “EXTERNAL ELECTRIC SUPPLY”

Sch 'A' Part- VII- MISCELLANEOUS ITEMS (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

M & L for cutting bituminous road/PCC hard standing for laying of drain pipe not exceeding 30cm in width and 45cm in depth and making good the disturbed surfaces to match with the existing surface complete all as specified and directed by Engineer in charge.

S & F plain Geotextile filter cloth thickness 1.5mm to 2.5 mm with pores (percent open area = 4% minimum ; permittivity 0.1 sec-1) laid over gravel bed for dispersion system for 100 KLD & 50 KLD sump complete all as specified and directed by Engineer in charge.

M & L 12 to 20 mm well graded aggregate to be filled in dispersion trench complete all as specified and directed by Engineer in charge.

Supply,install and testing and commissioning of Non clog vertical submerssible pump sets 415V, three phase with chrome steel impeller non clog to pass 40mm size particles including supply installation with guide rail and lifting chain cables earthing testing complete of discharge capacity flow 480 LPM and Head 12 m complete all as specified and directed by Engineer in charge. Note : 06 Nos working + 06 Nos Stand by

Supply and laying in trenches Pipe ductile Iron , S/S, Class “K-9” of size 100 mm (4”) dia in standard length, with inside cement motor lining and black bitumen external coating conforming to IS including push on rubber gasket joints including testing complete with all fittings all as specified and directed. Note: DI fittings will be measured and paid separately vide relevant items.

M&L for DI fittings such as bends (any type, radius and angle), Tapers any type (straight, bend,increasing,decreasing or double socket etc),Tee pieces single branch, Y junction,double branch, cross (all sockets or socket and spigot) collars,caps and plugs upto 100mm bore.

S&F Valves Sluice flanged of class PN1.6 of size 100mm all as specified and directed.

S&F Valve reflex/Non return valve with by-pass arrangement complete of size 100mm dia for pumping lines all as specified.

Supply and fix MCCB 4 pole 32A, 25KA, 415 Volt on existing LT panel all as directed and specified. ( For Pumping stations)

Item No. 33 Contd.. OUTGOING:- (i) MCCB 3 pole 100 Amps capacity 25 KA breaking capacity,415 Volt, 50 Hz -02 No (for 50HP sewage flushing pump) ( ii) MCB 3 pole 20 Amps ‘C’ curve 10 KA rupturing capacity,415 Volt, 50 Hz -01 Nos (for STP 50KLD) (iii) MCB 3 pole 20A ‘C’ curve -02 Nos (for treated water pump 7.5HP) (iv) MCB TP 10A ‘C’ curve -02 Nos (for sewage pump-02Nos) (v) MCB TP 10A, ‘C’ curve 415V, 10KA – 02Nos (for dispersion pump 2HP) (vi) Auto stsr delta starter for 50HP motor - 02 Nos, (vii) DOL starter for 7.5 HP pump set - 02 Nos (viii) DOL starter for sewage pump 2HP - 02 Nos, (ix) DOL starter for dispersion pump 1HP-02Nos (x) MCB SPN 32A, ‘C’ curve 230V, rupturing capacity 10KA-01No (for pump house bldg).

Supply and fix MCCB 4 pole 100A, 25KA, 415 Volt on existing LT panel all as directed and specified. (ForLT Panel at 100KLD STP)

Supply and fix MCCB 4 pole 200A, 25KA, 415 Volt on existing LT panel all as directed and specified. (For LT Panel at 50KLD STP)

M&L for Cable jointing kit for 1100 V (Earthed) grade for straight through heat shrinkable type joint complete with jointing material and accessories suitable for 3.5 core XLPE armoured aluminium conductor cable of size 95 sqmm all as specified and directed.

M&L for Cable jointing kit for 1100 V (Earthed) grade for straight through heat shrinkable type joint complete with jointing material and accessories suitable for 4 core XLPE armoured aluminium conductor cable of size 10 sqmm all as specified and directed.

M&L for earthing complete by using GI earth plate electrode 60cm × 60cm × 6.0 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to using GI earth strip of size 32mmx6mm by means of bolts, nuts, check nuts and washers etc made of galvanised iron and protected by galvanised iron light grade 40 mm bore & 20mm dia galvanised medium grade for watering and including funnel, wire mesh, RCC 1:2:4 cover slab 50 mm thick with re-inforcement of 8 mm TMT bars @ 100mm c/c both directions and PCC chamber with PCC 1:3:6 type C2 including excavation and earth work, disposal of surplus soil to a distance not exceeding 50 m, charcoal, lugs, common salt complete all as specified and as shown on plate No.3 of SSR Part-I .

M&L for earthing complete with galvanised steel earth plate electrode 60cmx60cmx6mm thick, buried directly in ground (earth pit not less than 2.25 mtrs deep below ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised iron wire 4mm dia as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 in SSR Part I of 2009 connected to earthing test point all as specified or indicated complete with excavation & earth work, PCC pit with 50mm thick RCC cover (grade M-15) having suitable handle (10mm MS Rod) 20mm dia GI light grade watering pipe with GI funnel with wire mesh 15mm bore GI pipe (light grade) for protection of earth lead conductor all as directed and testing on completion (For DBs of bldgs)

Sch 'A' Part- VIII- EXTERNAL WATER SUPPLY (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

S&F Stand post made of 50 mm dia Galvanised Iron pipe medium grade 1.5 m height with Gate valve of 50 mm dia with nozzle for fixing PVC hose pipe complete all as specified.

Supply and lay 25mm dia Unplasticised PVC pipes of pressure rating 10 kgf/cm2 fixed complete to walls, ceilings or laid in floors , trenches including all fittings complete all as specified and as directed.

All as per item No.41 above but of size outer dia 40 mm, including fittings

All as per item No.41 above but of size outer dia 50 mm, including fittings

All as per item No. 41 above but of size outer dia 63 mm, including fittings

All as per item No. 41 above but of size outer dia 75 mm, including fittings

All as per item No. 41 above but of size outer dia 110 mm, including fittings

All as per item No. 41 above but of size outer dia 125 mm, including fittings

All as per item No. 41 above but of size outer dia 180 mm, including fittings

All as per item No. 41 above but of size outer dia 200 mm, including fittings

Supply and lay Unplasticised PVC pipes of pressure rating 10 kgf/cm2 fixed complete with fittings of size 25 mm dia with perforations of 3mm diameter drilled at 40mm centre to centre at top and ends bend up to ground level and screw capped for dispersion system of 100 KLD sump and 50 KLD sump all as directed.

Supply and lay Unplasticised PVC pipes of pressure rating 10 kgf/cm2 fixed complete with fittings of size 110 mm dia with 3mm slots at bottom quadrants (left & right) laid over 250mm thick gravel bed for 100 KLD sump and 50 KLD sump all as directed.

Non return valve/Check valve/Reflex valve suitable for 25 mm dia for UPVC pipe all as directed.

All as per item No. 52 above but of size dia 40 mm

All as per item No. 52 above but of size dia 50 mm

All as per item No. 52 above but of size dia 63 mm

All as per item No. 52 above but of size dia 80 mm

S&F Sluice Valve Class PN 1.6 200 mm dia

S&F Sluice Valve Class PN 1.6 180 mm dia

S&F Sluice Valve Class PN 1.6 150/125 mm dia

S&F Sluice Valve Class PN 1.6 100 mm dia

S&F Sluice Valve Class PN 1.6 80 mm dia

Supply and fix Foot Valve conforming to IS 4038, 100 mm (4”) dia.

Supply and fix Foot Valve conforming to IS 4038, 50 mm (2”) dia.

Supply,install and testing of Centrifugal Monoblock pump set suitable for 415 V ,3 phase system and discharge of treated water 12 LPS, Head-27Mtr and suitable size suction and delivery,PCC foundation all as specified and directed. ( For flushing of toilet with treated water and arboriculture) Make : Kirloskar Model KDI-830+ or equivalent make of V Guard/CRI

Supply and install Centrifugal Monoblock pump set suitable for 415 V ,3 phase system and discharge of treated water- 4.9 LPS, head-12Mtr suitable for intermittent pumping for 30min followed by 30min idle throughout for 24 hours, with timer control arrangement and sensor for operation etc, all as specified and directed including suitable size suction and delivery,PCC foundation.(For treated water supply to dispersion bed from treated water sump at 100KLD STP) Make : Kirloskar Model KDI-225+ or equivalent make of V Guard/CRI

Supply and install Centrifugal Monoblock pump set suitable for 415 V ,3 phase system and discharge of treated water - 3LPS, head-10Mtr suitable for intermittent pumping for 30min followed by 30min idle throughout for 24 hours, with timer control arrangement and sensor for operation etc, all as directed including suitable size suction and delivery,PCC foundation.(For treated water supply to dispersion bed from treated water sump at 50KLD STP) Make : Kirloskar Model KDI-235+ or equivalent make of V Guard/CRI

Supply and install Centrifugal pump set electric driven suitable for 415 V ,3 phase system and discharge of treated water - 270LPS, head-10Mtr including suitable size suction and delivery, coupled with suitable HP TEFC,IE2, Squirral cage induction motor on a common base frame on PCC foundation .(For treated water supply to flushing of sewage line in lieu of AFT ) (Out of Qty 02 Nos one wiil be standby.) Make : Kirloskar Model MF 30-35 or equivalent make of V Guard/CRI

Sch 'A' Part- IX- M & O of STPs (Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only. Bidder shall insert their rate in Green field under column 6)

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD during First year of DLP after completion of work under Phase -I, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD during Second year of DLP after completion of work under Phase -I, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring FIRST year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring SECOND year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring THIRD year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring FOURTH year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring FIFTH year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring SIXTH year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring SEVENTH year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Outsourcing of services required for manning and operation of STP 100KLD and 50KLD dduring EIGHTH year after DLP after completion of work under Phase -II, by employing one FGM (Skilled) per shift of 08 hours for two shifts of 08 hours per shift in a day ( ie, 0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs ) including sundays and holidays with all necesary tools , protective equipmets etc to carryout the work complete all as specified and as directed by Engineer-in- Charge.

Note for item No. 69 to 78:- The Manning and Operation comprises of the following works:- (a) Operation of sewage pump sets as directed by the engineer in charge (b) Maintaining Log book for Pump sets (c) Carrying out minor repairs Viz, minor repairs to pipe lines, priming of pumps, cleaning of installation and its surrounding areas including cutting of grass etc. (d) Necessary tools , uniform and other accessories required for the smooth functioning of installation shall be provided by the contractor and the rate for the same shall be deemed to be included in the quoted rates (e)Assurance of proper operation of all units of STP (f) Checking of all electro mechanical systems daily inorder to ensure proper working condition (g) Spares, lubricants, filter media , chemicals required etc which is not covered under the guarantee period will be supplied by the department as per OEM reccomendations with justification for replacemnet.

RAVINDRA BROTHERS

Kakolil Trade Agencies

M/s R. K. Bhambri