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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-05-2026 | Amendment-dt-06.05.26 | Date | 04-06-2026 |
| 2 | 22-04-2026 | Amendment-dt-22.4.26 | Date | 14-05-2026 |
| 3 | 22-04-2026 | Amendment-dt-22.4.26 | Date | 14-05-2026 |
| 4 | 08-04-2026 | Date Corrigendum dt 08 Apr 2026 | Date | 30-04-2026 |
| 5 | 08-04-2026 | Date Corrigendum dt 08 Apr 2026 | Date | 30-04-2026 |
| 6 | 08-04-2026 | Date Corrigendum dt 08 Apr 2026 | Date | 30-04-2026 |
| 7 | 17-03-2026 | Date Corrigendum dt 17 Mar 2026 | Date | 16-04-2026 |
| 8 | 17-03-2026 | Date Corrigendum dt 17 Mar 2026 | Date | 16-04-2026 |
| 9 | 17-03-2026 | Date Corrigendum dt 17 Mar 2026 | Date | 16-04-2026 |
| 10 | 17-03-2026 | Date Corrigendum dt 17 Mar 2026 | Date | 16-04-2026 |
| 11 | 03-03-2026 | Date Corrigendum dt 03 Mar 2026 | Date | 26-03-2026 |
| 12 | 03-03-2026 | Date Corrigendum dt 03 Mar 2026 | Date | 26-03-2026 |
| 13 | 03-03-2026 | Date Corrigendum dt 03 Mar 2026 | Date | 26-03-2026 |
| 14 | 03-03-2026 | Date Corrigendum dt 03 Mar 2026 | Date | 26-03-2026 |
| 15 | 03-03-2026 | Date Corrigendum dt 03 Mar 2026 | Date | 26-03-2026 |
| 16 | 18-02-2026 | Date Corrigendum dt 18 Feb 2026 | Date | 12-03-2026 |
| 17 | 18-02-2026 | Date Corrigendum dt 18 Feb 2026 | Date | 12-03-2026 |
| 18 | 18-02-2026 | Date Corrigendum dt 18 Feb 2026 | Date | 12-03-2026 |
| 19 | 18-02-2026 | Date Corrigendum dt 18 Feb 2026 | Date | 12-03-2026 |
| 20 | 18-02-2026 | Date Corrigendum dt 18 Feb 2026 | Date | 12-03-2026 |
| 21 | 04-02-2026 | Date Corrigendum 04 Feb 26 | Date | 26-02-2026 |
| 22 | 04-02-2026 | Date Corrigendum 04 Feb 26 | Date | 26-02-2026 |
| 23 | 04-02-2026 | Date Corrigendum 04 Feb 26 | Date | 26-02-2026 |
| 24 | 04-02-2026 | Date Corrigendum 04 Feb 26 | Date | 26-02-2026 |
| 25 | 04-02-2026 | Date Corrigendum 04 Feb 26 | Date | 26-02-2026 |
| 26 | 20-01-2026 | Date | Date | 12-02-2026 |
| 27 | 20-01-2026 | Date | Date | 12-02-2026 |
| 28 | 20-01-2026 | Date | Date | 12-02-2026 |
| 29 | 20-01-2026 | Date | Date | 12-02-2026 |
| 30 | 20-01-2026 | Date | Date | 12-02-2026 |
| 31 | 31-12-2025 | Date Corrigendum 31 Dec 25 | Date | 29-01-2026 |
| 32 | 31-12-2025 | Date Corrigendum 31 Dec 25 | Date | 29-01-2026 |
| 33 | 31-12-2025 | Date Corrigendum 31 Dec 25 | Date | 29-01-2026 |
| 34 | 31-12-2025 | Date Corrigendum 31 Dec 25 | Date | 29-01-2026 |
| 35 | 31-12-2025 | Date Corrigendum 31 Dec 25 | Date | 29-01-2026 |
| 36 | 17-12-2025 | Date Corrigendum dt 17 Dec 2025 | Date | 08-01-2026 |
| 37 | 17-12-2025 | Date Corrigendum dt 17 Dec 2025 | Date | 08-01-2026 |
| 38 | 17-12-2025 | Date Corrigendum dt 17 Dec 2025 | Date | 08-01-2026 |
| 39 | 17-12-2025 | Date Corrigendum dt 17 Dec 2025 | Date | 08-01-2026 |
| 40 | 17-12-2025 | Date Corrigendum dt 17 Dec 2025 | Date | 08-01-2026 |
| Sl. No. | Item Description |
| 1 | SCHEDULE \"A\" PART-I - BUILDINGS & STRUCTURES INCLUDING INTERNAL & EXTERNAL SERVICES AS DEFINED IN ANNEXURE I TO III Note: This schedule is not pre-priced by MES and the rate indicated as \"Rs 0.00\" under Col 6 signifies this fact only |
| 2 | Engineering, Procurement & Construction (EPC) of entire scheme of Sewage Treatment Plant (STP) of 3 MLD capacity at CME Khadki, SCADA Compatible including all civil infrastructure, electrical, mechanical, control, instrumentation works and other allied equipment for STP as per OEM recommendation based on latest technology to achieve the parameter as mentioned in scope of work ; along with its earthwork excavation and including all external & internal water and electric supply services beyond transformer for satisfactory running of plant includingcomprehensive maintenancefor 05 years (including 2 years of Defect Liability Period) from the date of completion of works . |
| 3 | NOTES:(a) The design wherever applicable should follow latest CPHEEO Manual, NGT, State Polution Control Board guidelnes, latest policy directions issued E-in-C\"s BranchPolicy No 03/ 2025 Issued vide letter No. A/95533/SCADA Sewage/Poi/E2W (PPC) dt 16 Jul 2025.(b) The bidder shall also consider BOQ (Sch \"A\") Notes and all internal & external services as defined in Annexure-I to III complete as detailed in scope of work and other documents of tender, complete all as specified and directed. |
| 4 | SCH \"A\" PART-IITO IX:Note: These schedules are pre-priced by MES and the rate indicated as \"Rs 0.00\" under Col 6 signifies this fact only |
| 5 | Total amount of Sch ‘A’ Part II (Roads and Hard Standing ) |
| 6 | Total amount of Sch ‘A’ Part III (Area Drainage) |
| 7 | Total amount of Sch \"A\" Part-IV(Sewage Line) |
| 8 | Total amount of Sch ‘A’ Part V(Fencing and Gate) |
| 9 | Total amount of Sch ‘A’ Part VI (External Water Supply) |
| 10 | Total amount of Sch ‘A’ Part VII (External Electric Supply) |
| 11 | Total amount of Sch ‘A’ Part VIII (Demolition/ Dismantling) |
| 12 | Total amount of Sch ‘A’ Part IX (Site Clearance, Excavation & Earthwork) |
| 13 | SCHEDULE \"A\" PART-X (MISC B/R AND E/M WORKS) Note: This schedule is not pre-priced by MES and the rate indicated as \"Rs 0.00\" under Col 6 signifies this fact only. |
| 14 | Providing and making necessary arrangments for Bailing out, pumping out or otherwise removing all water which may accumulate including use of required pumpsets of capacity 5 HPetc., complete from excavated trenches of any depth and description but not exceeding6 m deep of excavation,all as specified and directed. (GE shall order this itemorder in writing citing source of water as per SS |
| 15 | Removing building materials not exceeding 1.5 Km and depositing where directed including levellig, filling etc. all as directed. |
| 16 | Supply, installation, testing commisioning of Centrifugal pump sets for treated water supply assembled and tested for rated efficiency complete with energy effiency motor conforming to IS -12615, Horizontal split casing single stage pump for liquid clear water at 40\"C Temp specfic gravity 1.0, capable of discharging water at 2812 LPM at 45 m head (Capacity of motor not less than 50 HP), MOC-Cl Std Cl Bronze lmpller, CS shaft directly coupled with suitable induction motor 3 phase 415 V, 50 cycle, SQ cage, IE-2 with MS base plate, coupling guard mounted of MS channel common base plate and fixed with suitable bolts grouted in P.C.C foundation in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate, 30 cm above floor level including PVC insulated unsheated copper cable of suitable size 3 core multi stranded in PVC conduit for connection from starter to motor with proper lugs thimbles etc all as directed.Make: Crompton/ KSB/ Kirloskar |
| 17 | S&F Non Return Valve Flanged End Gasket- Natural Rubber Flange Drilling of class 1.6 PN supplied and installed complete of size 250 mm (10\") dia all as specified and directed. |
| 18 | S&F Foot Valve Flanged End Gasket- Natural Rubber Flange Drilling of class 1.6 PN supplied and installed complete of size 250 mm(10\") dia all as specified and directed. |
| 19 | Providing and supplying ISI standard D.I. specials & fittings with sealing rubber gasket of S.B.R., complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores/site, loading, unloading etc., complete all as specified and directed. |
| 20 | Supply, installing, testing and commissioning , factory made and tested CPRI approved L T panel board out door type, hood on top, weather, vermin proof, platform mounted, suitable for 415 Volts, 3 Phase 4 wire 50 Hz AC supply system all as specified and directed with necessary bus bar arrangement with insulated aluminium bus bar 200 Amps rating installed on porcelain insulators housed in separate bus chambers covered with heat shrinkable sleeves with necessary bus bar tappings, copper control wiring of required size, the panel shall be dust and vermin proof, IP-54 class protection and made of 3 mm CRCA mild steel with 40 x 40 x 6 mm angle iron frame, angle iron support of 40x40x6mm with 0.6 m above ground level and 0.4 m grouted in ground/PCC floor with necessary earthwork excavation hinged doors, front & rear opening and locking arrangement (inc!uding provision of 65 mm Godrej{freedom)lock with 2 keys) and duly powder coated on the out side and inside including provision of PCC platform 100 mm thick with PCC 1:4:8 type D-2 using 40 mm graded aggregate one metre around the panel board, cable gland and lugs for incoming and outgoing cable etc., independent chambers to accommodate complete all as specified and directed including the following accessories:- |
| 21 | (a)4 pole MCCB 100 Amps 25 KA - 01 No (incoming)(b)4 pole MCCB 63 Amps 16 KA - 02 Nos(Outgoing)(c)Bus bars of Aluminium strip of 200 Amps current rating suitable for panel(d)Mains Indicating lamps with selector switch - 3 Nos.(e)Digital Ammeter 0 to 100 Amps with selactor switch(f) Digital Voltmeter 500 Volts with selector switch |
| 22 | M & L Construction of valve chamber of brick masonryof size 0.9 m x 0.9 m x 0.9 m (internal dimension) with 75 mm thick foundation using PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) over 15cm thick hardcore, 20 cm thickPCC solid block masonty type C built in cement and sand mortar (1 :4), 15mm thick internal and external plaster including top of floor in cement and sand mortar 1:3 finished even and smooth without using extra cement, 3.15 mm thick MS sheet cover with 50mm x 50mm x 6mm MS angle frame embeded in PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangements & handle made out of 25cm dia MS round bar, hold fasts etc and applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surface including excavation and earth wotk in any type of soil and disposal of surplus soil to a distance n.exc 50m complete all as specified.and directed. |
| 23 | M&L Boring of holes under road, pavement, hard standing by trenchlesstechnology using ultra sounding technique and necessary machine including HOPE pipe of 150 mm nominal dia suitable· for 0.4 mpa working pressure for encasing complete all as specified and as directed. |
| 24 | S&F Sluice valves of 250 mm bore, class PN-1.6 cast iron body with forged brass spindle non rising type and cast iron wheel head both end flanged IS -14846 marked complete with neoprene rubber gas kit joint bolts ,( high tensile) and nut washer etc, complete all as specified anddirected. |
| 25 | Material and labour for laying D.I.-K9 class pipe with intemal cement mortar lining and external zinc and bitumen coated pipes conforming to IS 8329:2000 with all required D.I. fitting complete with flanged joint all as specified and directed for the following sizes:- |
| 26 | (a)300 mm nominal bore of pipe. |
| 27 | (b)250 mm nominal bore of pipe. |
| 28 | (c)100 mm nominal bore of pipe. |
| 29 | S&F Cast lron Air release valve 50 mm dia with two air outlet and fixing up on water supply main (with cap) complete with bolt, nut, rubber insertation etc,complete all as specified andas directed. |
| 30 | S&F Drop out expulsion fuse HT 11 KV grade rating up to 50 Amps mounted on insulator and steel frame complete all heavy fuse barrel with fuse element complete conforming to IS 1818 as specified and as directed. Make: ATlAS. PACTIL, UNIVERSAL |
| 31 | Manning and Operationof Sewage Treatment Plantsincluding continuous operation of all associated installations, pumps, blowers, valves, electrical panels, instrumentation, and civil structures; supply of all required consumables, chemicals, lubricants, and spares; routine, preventive, and breakdown maintenance; maintaining records and laboratory testing with three shifts of 8 Hours per dayincluding Sunday & Holiday by employing one skilled operator and one helper per shift and maintaining desired level of BOD,COD,TSS,TKN&pH by dosing or required quantity of chemical as per OEM reccomendation for 05 years (including 02 years of Defects liability period) after completion of mile stone 2complete all as specified in Particular Specifications and as directed by the Engineer-in-Charge. |
| 32 | All a per BOQ item No 11.40for 11 Month after completion of Mile stone 2 |
| 33 | All a per BOQ item No 11.40for 11 Month after completion of Mile stone 3 |
| 34 | All a per BOQ item No 11.40for 11 Month after completion of Mile stone 4 |
| 35 | All a per BOQ item No 11.40for 11 Month after completion of Mile stone 5 |
| 36 | All a per BOQ item No 11.40for 11 Month after completion of Mile stone 6 |
| 37 | All a per BOQ item No 11.40for 5 Month after completion of Mile stone 7 |
| 38 | Manning and Operationfor maintain and cleaning of entire sewerage network connected to the STP including manholes, inspection chambers, sewer lines, and pumping stations; desilting, flushing, safe disposal of sludge/silt at specified locations; maintaining proper flow and hygiene of Sewage Treatment Plants with two shifts of 8 Hours per dayincluding Sunday & Holiday by employing one Sewage maintenance worker for 05 years (including 02 years of Defects liability period) after completion of mile stone 2complete all as specified in Particular Specifications and as directed by the Engineer-in-Charge complete all as specified and directed. |
| 39 | All a per BOQ item No 11.50for 11 Month after completion of Mile stone 2 |
| 40 | All a per BOQ item No 11.50for 11 Month after completion of Mile stone 3 |
| 41 | All a per BOQ item No 11.50 for 11 Month after completion of Mile stone 4 |
| 42 | All a per BOQ item No 11.50 for 11 Month after completion of Mile stone 5 |
| 43 | All a per BOQ item No 11.50for 11 Month after completion of Mile stone 6 |
| 44 | All a per BOQ item No 11.50 for 5 Month after completion of Mile stone 7 |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
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| 4 | Click here to download tender document | Tender Documents |
| 5 | Click here to download tender document | Tender Documents |
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