88526/E8

Amount

GENERAL SUMMARY NOTE: Schedule ‘A’ Part II to X are under Ser No. 2.00 to 12.00 are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only.

Lumpsum price worked out by the tenderer for SITE CLEARANCE as listed in Schedule ‘A’ Part-II

Lumpsum price worked out by the tenderer for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-III

Lumpsum price worked out by the tenderer for INTERNAL ELECTRIC SUPPLY as listed in Schedule ‘A’ Part-IV

Lumpsum price worked out by the tenderer for ROADS / FOOT PATH / CULVERTS as listed in Schedule ‘A’ Part- V

Lumpsum price worked out by the tenderer for EXTERNAL WATER SUPPLY / TREATED WATER SUPPLY as listed in Schedule ‘A’ Part-VI

Lumpsum price worked out by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule ‘A’ Part-VII

Lumpsum price worked out by the tenderer for SEWAGE DISPOSAL as listed in Schedule ‘A’ Part-VIII

Lumpsum price worked out by the tenderer for AREA DRAINAGE as listed in Schedule ‘A’ Part- IX

Lumpsum price worked out by the tenderer for COMPOUND WALL / FENCING as listed in Schedule ‘A’ Part- X

SCHEDULE `A' PART - I, XI TO XIV are not prepriced by MES and prepriced rates indicating 0.0 under column 5 signifies this fact only. Bidders shall insert their rates in Green field under Col-6.

SCHEDULE 'A' PART I - BUILDINGS / STRUCTURES

Designing and constructing Construction of Pump house & Lab room with permanent specification for 25 sqm Plinth area with RCC -25 design mix including excavation in all types of strata, foundation concrete, footings, plinth beam, Col, lintel, roof beam, roof slab, Solid Block walling, internal & External plastering, finishing, Roof Treatment, Anti termite treatment, Rolling Shutter, Pressed steel door frame, flush shutter, glazed skelton door shutter, fly proof Box type steel window, PVC door, Wall & floor tiles, sanitary fittings & taps in toilets, plinth protection, including all soil waste pipe up to first manhole complete incl refilling of earth and disposal of surplus earth within 500 m lead etc complete all as shown on drawings ,specified and as directed

Designing and constructing Construction of Pump house & Lab room with permanent specification for 15 sqm Plinth area with RCC -25 design mix including excavation in all types of strata, foundation concrete, footings, plinth beam, Col, lintel, roof beam, roof slab, Solid Block walling, internal & External plastering, finishing, Roof Treatment, Anti termite treatment, Rolling Shutter, Pressed steel door frame, flush shutter, glazed skelton door shutter, fly proof Box type steel window, PVC door, Wall & floor tiles, sanitary fittings & taps in toilets, plinth protection, including all soil waste pipe up to first manhole complete incl refilling of earth and disposal of surplus earth within 500 m lead etc complete all as shown on drawings ,specified and as directed

Designing and constructing RCC sumpwell Cum Pump House in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 50 m lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Avg Flow of waste in between up to 50Cum /day etc complete all as shown on drawings, specified and as directed . Lift well GE (NORTH) Choudhary Line -1.5 metre dia , 3.55 metres ht , 6.27 Cum/ Day (depth of pipe line 2.71 metres) GE (CENTRAL) (a) VNC-2 m dia , ht 3.9 m , 12.24 Cum/ Day (depth of pipe line 2.82 metres) NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell Cum Pump House in M-30 design mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 500 m lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning . Avg Flow of waste in between from 51 -100 Cum /day etc complete all as shown on drawings, specified and as directed. Lift Well GE (SOUTH) (a) CMP - dia 4 metres , 5.25 hts , 65.94 Cum/ Day ( Depth of pipe line 1.85 metres). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

SCHEDULE 'A' PART XI -STANDBY DG SET

Supply install , testing and commisioning of silent Diesel Engine driven generating set , water / air cooled type 415 volts, 3 phase 4 wire,acoustic proof comprising of Diesel engine as per IS:10001/ 10002 and Alternator as per IS: 13364 complete with relay panel and switch gears for automatic starting on main failure, control panel having meter and sound proof canopy as per CPCB norms and foundation etc. of capacity 62.5 KVA coupled to Engine , installed fixed on base plate with anti vibration pads / friction pads and comprising of the following components (A) Engine: Direct couple Diesel Engine electric start , water cooled suitably derated of Matching BHP for driving 62.5 KVA capacity alternator , four stroke confirming to IS 10001/10002 for continuous running and capable of taking 10 % over load for per hour complete with following accessories:-

(i) Flexible coupling with guards (ii) Lubricating oil filters (iii) Air Cleaner with filters (iv) Antivibrating Pads as reccomended by the Manufacturer. (v) Starter motor with electric start (vi) Battery Charger and connected items. (vii) Battery of 12 Volt and 180 AH with terminals (viii) Standered safety devices (ix) Feul tank for running caapcity DG set for min 08 Hours enclosed with in the canopy all as per CPCB with level indicator , fuel inlet, fuel outlet,, drain plug , air vent and locking arrangements etc incl fuel pipe connection fro fuel tank to DG set and over flow from DG set to fuel tank complete with valves

All as per Item No 13.01 above but of Capcacity 50 KVA

All as per Item No 13.01 above but of Capcacity 30 KVA

All as per Item No 13.01 above but of Capcacity 20 KVA

Material and labour for earthing using GI strip as earthing lead complete with galavanished steel earth plate electriide 600cmx600c6mm thick burried directly in ground, earth pit lass than 2.25 meters deep below ground level with top edge of the plate not less than 1.5m belwo normal ground level connected to galvanished iron as earthing lead strip 32 x 6 mm (up to 7.5 meter length) by means of bolts, nuts, check nuts and washers complete all as shown in electrical plate No 3 and connected to earthing test point including excavation & earthwork in any type of soil, adequate quantity of charcoil dust & salt,PCC pit, CI covers, funnel with watering pipe, wire mesh and testing on complete complete all as specified and as directed (For DG sets).

SCHEDULE 'A' PART XII -SEWAGE TREATMENT PLANTS

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 500 m lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Sump Well 3.00mtr dia and 2.70 mtr deep = 19.07 Cum (TB-3) NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 500m but not exc 1.50 Km lead , including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 2.00 mtr dia and 3.70 mtr deep =11.62 cum (ADMC). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 500 mtr but not exc 1.50 Km m lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Tank 2.0 mtr dia and 5.20mtr deep = 16.33 cum (Choudhary Line).NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 2.50 mtr dia and 3.60 mtr deep = 17.66 Cum (Officer Mess)

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 50 m lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 3.50mtr dia and 2.70 mtr deep = 25.96 Cum (VNC Area). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Tank 2.50mtr dia and 5.75mtr deep = 28.21 Cum (515 MW). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 2.00mtr dia and 5.50mtr deep = 17.27 Cum (56 ASC Coy). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 2.00mtr dia and 6.70mtr deep = 21.04 Cum (515 HR Bk) . NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Tank 2.0mtr dia and 5.45mtr deep = 17.11 Cum (515 Tech Area). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning. Size of Tank 3.50mtr dia and 3.75mtr deep = 36.06 Cum (FMCC) .NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Tank 2.50mtr dia and 4.55mtr deep = 22.32 Cum (Marshal BK).NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Designing and constructing RCC sumpwell in M-30 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top RCC roof slab with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within exc 50m but not exc 1.50 Km lead, including all piping connections, valves, internal electrification, MS ladder, ventilation shaft, BB chambers with 5m of outer wall of tank complete including test for water tightness and hydraulic functioning all as specified and directed. Size of Tank 4.0mtr dia and 5.25mtr deep =65.94 Cum (CMP). NOTE : Invert level of the RCC Sumpwell shall be obtained from the drawings uploaded, under discussion with Engineer in Charge.

Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 400 KLD (CMP Centre) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design ,Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 340 KLD (FMCC) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 300 KLD (VNC) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 250 KLD (TB-III) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 130 KLD (MARSHEL BK) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 120 KLD (515 MIL WING) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design,Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 100 KLD (CHAUDHARY LINE) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly moving bed Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 90 KLD (TOC/POC/OFFR MESS) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 80 KLD (HR BK) AND (515 TECH AREA) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 65 KLD (ADMC) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Design, Supply, install, test & commissioning of Sewage Treatment Plant based on principle of aerobic attached growth non-clogging randomnly Moving Bed Bio-Reactor Technology (MBBR) or Sequential Batch Reactor (SBR) having capacity 60 KLD (56 ASC) with the DESIGN DATAS mentioned in Particular Specification as Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications respectively including all civil, pumping and electricals works complete all as shown on drawings and as specified. NOTE : Tenderer shall go through the design datas given in Annexure I (MBBR) and Annexture II (SBR) to Particular Specifications and drawings thoroughly before quoting the rates.

Supply, installation including lowering, testing and commissioning of submersible pump set 3 Phase, 415 Volts, 50 Hz, non clog, vertical type,stainless steel impellers and with solid handling, non clog to pass 40 mm particles including with guide rail and 1.0 ton capacity chain pulley block -01 No with non rusted steel lifting chain etc, capable of delivering discharge of 140 LPM at 15 mtrs head (1 HP capacity) suitable for the sewage pump, including float switch for automatic operation complete with all accessories all as specified and directed.

Design,supply, installation including lowering, testing and commissioning of submersible pump set 3 Phase, 415 Volts, 50 Hz, non clog, vertical type, stainless steel impellers and with solid handling, non clog to pass 40 mm particles including with guide rail and 1.0 ton capacity chain pulley block -01 No with non rusted steel lifting chain etc, capable of delivering discharge of 250 LPM at 15 mtrs head (2 HP) suitable for the sewage pump, including float switch for automatic operation complete with all accessories all as specified and directed.

Design, supply, installation including lowering, testing and commissioning of submersible pump set 3 Phase, 415 Volts, 50 Hz, non clog, vertical type, stainless steel impellers and with solid handling, non clog to pass 40 mm particles including with guide rail and 1.0 ton capacity chain pulley block -01 No with non rusted steel lifting chain etc, capable of delivering discharge of 315 LPM at 15 mtrs head (3 HP) suitable for the sewage pump, including float switch for automatic operation complete with all accessories all as specified and directed.

Design,supply, installation including lowering, testing and commissioning of submersible pump set 3 Phase, 415 Volts, 50 Hz, non clog, vertical type, stainless steel impellers and with solid handling, non clog to pass 40 mm particles including with guide rail and 1.0 ton capacity chain pulley block -01 No with non rusted steel lifting chain etc, capable of delivering discharge of 560 LPM at 15 mtrs head (5HP) suitable for the sewage pump, including float switch for automatic operation complete with all accessories all as specified and directed.

SCHEDULE 'A' PART XIII -FITTINGS & FIXTURES AND MISCELLANEOUS ITEMS

SEWAGE DISPOSAL

Supply and fixing SFRC manholes covering of size 710mm dia X 50mm thick (Heavy duty M-25 grade) including frame complete all as specified and directed

Material & labour for laying of DWCPE Sewage pipes line 150 mm dia bore of pipe incl sealing of joints, fittings etc complete with collars complete all as specified and directed

Material & labour for laying of DWCPE Sewage pipes line 200mm dia bore of pipe incl sealing of joints, fittings etc complete with collars complete all as specified and directed

ROAD, PATH & CULVERTS

Material & labour for providing 150 mm thick granular sub base Grading -V as sub base and drainage layer providing coarse grade crushed stone aggregates of granite /Trap/Basalt Materials, mixing in a mechanical mix plant at OMC, carriage of mixed materials to work site, spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achieve the 98% protector density, complete as per specification clause 401 of MORTH V revision complete all as specified and as directed

Material & labour for 150 mm thick (compacted thickness) WMM (in two layers, each layer consisting of 75mm thick ) with course aggregates of grading 53mm to 75 micron mixed in batch mixing plant of suitable capacity, spread, rolled and consolidated to required gradient and camber. The optimum moisture for mixing shall be as per IS-2720 Part 8 complete all as specified and directed by Engineer-in-Charge.

Material & labour for applying tack coat with bitumen emulsion (RS-1, grade confirming to IS :8887 at 5.00 Kg/10Sqm) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 complete all as specified and directed by Engineer-in-Charge.

Material & labour preparation of new or previously treated surfaces to recieve thermostatic paint laying of road marking with hot applied Thermoplastic compound with Reflector zing glass beads on Bituminous surface, 2.5mm thick including reflector zing glass beads @ 250 gms per sqm area is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from steaks and holes all as specified and directed. (Make: Asian Apcolite or equivalent)

TREATED WATER SUPPLY

Supply , Lay & Jointing 3 layer PPR (Polypropelene random co polymer ) concealed pipes SDR 7.4 (PN-16) UV stabilised and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PPR plain & brass threaded PP -R random fittings laid in trenches of size 100mm

Material and labour for construction of new valve chamber 90x90x90 cm inner dimensions, block masonry in cm 1:4 PCC base in 1:4:8 type D2 using 40mm graded stone aggregate of 100mm thick & plastering 15 cm thick in CM 1:4 in inner side/ coping of all chamber fabrication of Iron frame 40x40x6 mm size angle iron MS cover 3 mm thick with hinges and locking arrangements duly painted excavation,earth work all as specified and directed.

Material and labour for construction of new valve chamber 60x60x60 cm inner dimensions,block masonry in cm 1:4 PCC base in 1:4:8 type D2 using 40mm graded stone aggregate of 100mm thick & plastering 15 cm thick in CM 1:4 in inner side/ coping of all chamber fabrication of Iron frame 40x40x6 mm size angle iron MS cover 3 mm thick with hinges and locking arrangements duly painted excavation,earth work all as specified and directed.

Supply and fixing of full circle metal impact sprinkler, corrosion proof I beam construction for added strength, stainless steel spindle, fulcrum pin and spring well balanced gun metal swing arm to ensure smooth and uniform rotation, brass nozzles with hydro dynamically designed inner profile for precise jet and longer radius of throw 360 degree angle view complete set all as specified and directed.

Supply and install mono block motor with pumpset complete 3 phase 415 volt 50 hz of electrically driven of capacity 1 HP 25 mtr head all as per manufacturers insrtruction and as directed Make- Kirloskar

Supply and install mono block motor with pumpset complete 3 phase 415 volt 50 hz of electrically driven of capacity 2 HP 25 mtr head all as per manufacturers insrtruction and as directed

Supply and install mono block motor with pumpset complete 3 phase 415 volt 50 hz of electrically driven of capacity 3 HP 25 mtr head all as per manufacturers insrtruction and as directed

Supply and install mono block motor with pumpset complete 3 phase 415 volt 50 hz of electrically driven of capacity 5 HP 25 mtr head all as per manufacturers insrtruction and as directed

Supply and fixing sluice valve flanged of class PN 1.0 100 mm dia complete all as specified and directed.

MLTP NO: 01 :-FOR FMCC,CMP , VNC & NEW TB-III Fabricate,supply, install, connect, test and commission LT feeder pillar box/panel board/out door type, made out of MS sheet 3.0 mm thick and angle iron 50x50x5 mm frame, 3 phase, 4 wire, 440 Volts, AC, 50 HZ with TPN bus bar of suitable capacity with PVC insulated heat shrink colour code sleeves, mounted horizontaly with porcelain insulators, sufficient air vent provision for all the three sides, stickers / plastic plates for switch gear details complete , indicating lamps with toggle switches duly wired including, ELR with CBET locking arrngement including suitable foundation and platform for mounting the panel with space for and including panel comprising of the following switch gears:- (a) 160A MCCB FP 35KA -01 No (Incoming) (b) MCCB FP 63 Amps 25 KA - 4 Nos (out going). (c) MCCB FP 32 Amps 25 KA - 3 Nos (out going). (b) MCCB FP 63 Amps 25 KA - 1 Nos as spare. (c) MCCB FP 32 Amps 25 KA - 1 Nos as spare (d) Street light timer with contactor TPN 40A, (e) Digital Volt meter 0-.415 Volts (f) Digital Amp meter 0-.200 Amps with CT (g) LED phase indicating lamps

MLTP NO:02 FOR 515 MIL WING, MSL BK, 56 ASC, 515 TECH , HR BK & SF , ADMC , CHOUDHARY LINE & TOC/POC All as per Item No. 15.21 above but comprising of the following switch gears:- (a) MCCB FP 100 Amps 25 KA - 1 No (Incoming). (b) MCCB FP 63 Amps 25 KA - 3 Nos (out going). (c) MCCB FP 32 Amps 25 KA - 3 Nos(out going) (d) MCCB FP 63 Amps 25 KA -01 No (AS spare) (e) MCCB FP 32 Amps 25 KA -01 No. (As spare) (d) Street light timer with contactor TPN 40A. (e) DOL strater for centrifugal pump sets up to 05 HP -02 Nos

LTP FOR STP LIFT WELL All as per Item No. 15.21 above but comprising of the following switch gears:- (a) MCCB FP 63Amps 25 KA - 1 No (Incoming). (b) MCCB FP 32 Amps 25 KA - 3 Nos (out going). (c) MCCB FP 32 Amps 25 KA - 1 Nos as spare (d) DOL Starter for Non clog pumps up to 7.5 HP -03 Nos

LTP FOR INTERMEDIATE LIFT WELL All as per Item No 15.21 above but comprising of the following switch gears:- (a) MCCB FP 63 Amps 25 KA - 1 No (Incoming). (b) MCCB FP 32 Amps 25 KA - 4 Nos (out going). (c) MCCB FP 32 Amps 25 KA - 1 Nos as spare (d) Street light timer with contactor TPN 40A, (e) DOL strater for Non Clog pump sets up to 7.5 HP -03 nos

Supply and fix DOLstarter ,415 volts for centrifugal starter upto 5 HP all as specified and directed.

Wiring with three core sheathed of 1.5 Sqmm PVC insulated FRLS Cable with multistranded copper conductor, 1100 volts grade, confirming to IS :694 ,including drawn through the octagonal pole and connection to light fiting and MCB s all as specified and as directed

Supply and fix pole mounted shock, rust and waether proof SMC junction box of size 170 x 170 x105 internal size IP-65 with suitable holes drilled and mounted supports , heavy duty 4 way terminal block for cable termination in and out with 6 Amps MCB SP Class C series 10 kA -01No, with locking arrangements and necessary cable glands including MS clamps of size 25 mm x3 mm with GI bolts , nuts and washers etc all as specified and as directed.Make: Syntex/ Hensel/ Denson

Horizontal trenchless bore drilling using mechanical pneumatic drilling using mechanical pneuumatic drilling equipment for passing and including cost of HDPE pipe of 80 mm dia suitable for 0.4 mpa working pressure hard standing, depth ramgel not less than 0.75m and up to 1.0 m and making good to disturbed surface of road all as specified and as directed: Note: unit rate deemed to be incld cost of deposit and taking permission from civil authorities.

Supply and fix capacitor metalizes poly propylene heavy duty (MPPH) for three phase 440 V 50 Hz sysyte, for permisisble non lenier load 15 % including metal enclosutre of suitable size with angle iron stand of 45 x45x 4 mm of height 1.5 mtr following sizes :-

SCHEDULE 'A' PART XV (MANNING AND OPERATION OF STP DURING DEFECTS LIABILITY PERIOD)

(xvi) maintaining of log books for records of operation of plants including cost of stationary (xvii) back wash of dual media filter and activate carbon filter weekly (xviii) screening of inlet & outlet mesh box of MBBR /SBR reactor weekly (xix) washing of tube media with low pressure jut of raw water required (xx) draining of burnout lubricant oil and refilling of appropriate lubricant oil in air blower after 2000-2500 hrs of operation including cost of lubricant (xxi) maintenacne and operation of filter press and collecting output neatly (xxii) operation of standby DG set st and when required (xxiii) operating clear water pumps regularly and in consultation with Engr-in-charge

Manning and operation, Routine maintenance of Sewage Treatment Plants along with DG Sets and including all E/M inventory pertains to 12 Nos of STPs to be supplied, installed and commissioned in the contract to be carried out round the clock including all Sundays and public holidays by employing the man power and shift timings as mentioned below for operation of plant daily including supply of water treatment chemicals (i.e. Bio septic clean powder, sodium Hypochloride, Dap enzime, Calcium Hypo Chloride and Bleaching powder etc.,), Activated carbon Filter media (ACF). Activated Sand filter media (ASF), MBBR fluidized bio-media, Bacteria culture and other consumables required for smooth running of STP Plant and provision of reliever for weekly off and carrying out daily, weekly, monthly, quarterly & half yearly maintenance etc., complete for First year after defects liability period (i.e after 24 months of handing over of STP) all as specified and as directed.

(a) Man power to be employed per day (for each STP):- (i) FGM(SK) Operator - 03 Persons One FGM(Operator) per shift of 8 hours each for 3 shifts (ii) Helper (Mate) - 01 Person in General shift (b) Shift Timings for FGM(SK) Operator:- (i) First Shift - 0600 hours to 1400 hours (ii) Second Shift - 1400 hours to 2200 hours (iii) Third Shift - 2200 hours to 0600 hours (c) Shift Timing for Helper:- (i) General Shift - 0900 hours to 1730 hours including 30 minutes lunch break from 1300 hours 1330 hours

Manning and operation, Routine maintenance of Sewage Treatment Plants along with DG Sets and including all E/M inventory pertains to 12 Nos of STPs to be supplied, installed and commissioned in the contract to be carried out round the clock including all Sundays and public holidays by employing the man power and shift timings as mentioned below for operation of plant daily including supply of water treatment chemicals (i.e. Bio septic clean powder, sodium Hypochloride, Dap enzime, Calcium Hypo Chloride and Bleaching powder etc.,), Activated carbon Filter media (ACF). Activated Sand filter media (ASF), MBBR fluidized bio-media, Bacteria culture and other consumables required for smooth running of STP Plant and provision of reliever for weekly off and carrying out daily, weekly, monthly, quarterly & half yearly maintenance etc., complete for the remaining period of First year and second year during defects liability period after completion of 11 months of handing over of plant by MES all as specified and as directed.

(a) Man power to be employed per day:- (For each STP) (i) FGM(SK) Operator - 03 Persons One FGM(Operator) per shift of 8 hours each for 3 shifts (ii) Helper (Mate) - 01 Person in General shift (b) Shift Timings for FGM(SK) Operator:- (i) First Shift - 0600 hours to 1400 hours (ii) Second Shift - 1400 hours to 2200 hours (iii) Third Shift - 2200 hours to 0600 hours (c) Shift Timing for Helper:- (i) General Shift - 0900 hours to 1730 hours including 30 minutes lunch break from 1300 hours 1330 hours

Manning and operation, Routine maintenance of Sewage Treatment Plants along with DG Sets and including all E/M inventory pertains to 12 Nos of STPs to be supplied, installed and commissioned in the contract to be carried out round the clock including all Sundays and public holidays by employing the man power and shift timings as mentioned below for operation of plant daily including supply of water treatment chemicals (i.e. Bio septic clean powder, sodium Hypochloride, Dap enzime, Calcium Hypo Chloride and Bleaching powder etc.,), Activated carbon Filter media (ACF). Activated Sand filter media (ASF), MBBR fluidized bio-media, Bacteria culture and other consumables required for smooth running of STP Plant and provision of reliever for weekly off and carrying out daily, weekly, monthly, quarterly & half yearly maintenance etc., complete for the remaining period of Second year during defects liability period after completion of 22 months of handing over of plant by MES all as specified and as directed.

(a) Man power to be employed per day:- (For each STP) (i) FGM(SK) Operator - 03 Persons One FGM(Operator) per shift of 8 hours each for 3 shifts (ii) Helper (Mate) - 01 Person in General shift (b) Shift Timings for FGM(SK) Operator:- (i) First Shift - 0600 hours to 1400 hours (ii) Second Shift - 1400 hours to 2200 hours (iii) Third Shift - 2200 hours to 0600 hours (c) Shift Timing for Helper:- (i) General Shift - 0900 hours to 1730 hours including 30 minutes lunch break from 1300 hours 1330 hours

C R R CONSTRUCTIONS

Nanak Buildtech

AFSON ENGINEERS & CONTRACTORS

Chauhan Associates