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NTID 43286982
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Inquiry NowCorrigendum dnit For Const in Ambala - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum dnit For Const" in Ambala, India.
- Opening Date : Wed 4th February, 2026
- Closing Date : Wed 4th February, 2026
- ₹ 989600125.00
- NTID 43286982
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
19792000.00 -
Document Cost
50000.00 -
Estimated Cost
989600125.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | date extended | Date |
| 2 | EXTENSION OF DATE | Date |
BOQ Items Total Items : 13 | Total Qty : 0
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Sub Head No.2 N.S.Items | ||
| 2 | Re-modeling / Re-construction of Ambala drain in RCC in front of proposed Sewage Treatment Plant of 60.00 MLD of size 9.00 m x 1.80 m, 100 mtr in length. Installation of Coarse screen along with 2 No. CI gear operated open channel sluice gates with SS Spindle (SS- 410 and seats SS-304) for Diversion of Ambala drain towards proposed Silting trap. Construction of RCC Trash Screen Channel (Manual) of size 3.00 x 1.50 x 0.85 m SWD and Silting Trap of size 18.00 x 8.00 x 1.00 m SWD. Providing and laying of 800 mm RCC pipe NP-3 with liner upto proposed MPS complete in all respects as per satisfaction of the Engineer in charge. Dismantling of structures of existing 3.00 MLD based on MBBR technology at proposed site of 60.00 MLD Devinagar by mechanical means including disposal of dismantled material such as Civil, Electrical and Mechanical equipment`s etc. by the bidder at his own level complete in all respects as per satisfaction of the Engineer in charge. | $1.000 | Complete Job |
| 3 | Construction of MPS for 60.00 MLD STP at Devinagar. Design, construction, erection, testing and commissioning of MPS and following components: a) RCC Inlet chamber, screening chamber, collecting tank, wet well sump suitable for 60 MLD average flow with peak factor 2.25 including Providing and installing 6 No. (4W plus 2S) non clog sewage submersible pump sets of 25000 LPM (1500 m3/hr), Head - 20.00 M each equipped with VFD and suitable LT panel boards, all safety devices, automatic capacitor bank and suitable size submersible cable from LT panel to pumps complete in all respect as per satisfaction of the Engineer in charge. b) K9 DI pipe of suitable dia at MPS including welding and screwing of flanges, ISI marked D.I. fittings, Knife gate valves, non return valves as per requirements even for bye-pass arrangements along with necessary Knife gate valves etc. complete in all respect. c) 9 Nos. CI Gear Operated motorized Sluice Gate thimble face wall mounted as per IS 13349 with SS Spindle (SS 304) and seats (SS 304) (3 Nos. for screens at Upstream and Downstream, 2 Nos. at Distribution chamber and 1 no. for partition of collecting tank) as per design. d) Supply and installation of 3 Nos. mechanical coarse screens (2W plus 1S) suitable for for 60 MLD average flow with peak factor of 2.25 complete in all respect along with screw conveyor. e) Entire infrastructure including construction of 2 No. staff quarters of 61.00 Sqm area each. Laying of 600 mm DI K-9 Rising main, 1400 mtr in length, Boundary wall, path ways / roads and work covered under Schedule - (HSR - Items) required to be executed at site to make the MPS and STP functional is included in the scope of work. f) Providing and laying of 1200 mm RCC NP-3 with HDPE liner gravity main from Chlorination Tank to Ambala Drain for Disposal of Treated effluent of 60.00 MLD. g) All the pumping machinery, panel board, Level sensor etc shall be controlled by PLC and SCADA and shall be synchronized with PLC panels at MPS and STP site through broadband internet facility. h) Raw sewage will be available near boundary wall within the premises of proposed STP but the conveyance of sewage through 1200 mm RCC pipe NP-3 with HDPE liner from this terminal point to the receiving Chamber of the MPS is included in the Turnkey contract. i) The size and quantities of all the above components will be as per approved structural/ Hydraulic / Mechanical/ Electrical design to be approved by Departmental before actual execution of work. Providing and Installation of 3 No. (2W plus 1S) Pumping sets i.e 2500 LPM (150m3/hr) with 20.00 M Head each with Variable Frequency Drive (VFD) as per specification and suitable sizes of LT Panel equipped with all safety devices, automatic capacitor bank and submersible cable complete in all respects as per satisfaction of the Engineer in charge. | $1.000 | Complete Job |
| 4 | Construction of Intermediate Pumping station of 7.00 MLD in the campus of existing IPS of 3.00 MLD on Manakpur road. a) Design, Construction, Erection, Testing and Commissioning of proposed Pumping Station of 7.00 MLD in the campus of existing Intermediate Pumping station of 3.00 MLD on Manakpur road complete with Inlet Chamber, Screen Chamber, Rectangular Tank of size 10.00 m x 6.60 m x 1.83 m SWD suitable for 7.00 MLD with peak factor of 2.25, Land scaping, Providing and Installation of 4 No. (3W plus 1S) Sewage Submersible pumps of 4200 LPM (250M3/Hr), with 20.00 m Head each with variable frequency drive (VFD) as per specification of suitable size, LT Panel equipped with all safety devices automatic capacitor bank and submersible cable from LT Panel to pump including laying of 600 mm DI K-9 Rising main of 1400 mtr length ( Pipe will be supplied by the Department) from IPS 7.00 MLD to MPS of 60.00 MLD complete as per satisfaction of the Engineer in Charge. i) Supply and installation of 2 Nos. (1W plus 1S) Mechanical course screens for 7.00 MLD average flow with peak factor of 2.25 at Manakpur. 4 Nos. CI Gear Operated motorized Sluice Gate thimble face wall mounted as per IS 13349 with SS Spindle (SS 304) and seats (SS 304) (2 Nos. for screens at Upstream and Downstream) as per design. ii) The connecting Rising main / Sewer of same diameter and material of construction, laid at adequate depth between existing sewers to newly constructed structures is included in this scope of work. iii) All the infrastructure including 1 No. Pump chamber of 9.15 x 4.57 m and 1 No. Staff quarter of 61.00 Sqm but excluding Pathways / roads required to be executed at site to make the IPS functional is included in the scope of work for lump sump job. iv) All the pumping machinery including supplying and installation of Diesel Generating set of 125.00 KVA and Transformer of 200.00 KVA, panel board, Level sensor etc. shall be controlled by PLC and SCADA and shall be synchronized with PLC panels at MPS and STP site through broadband internet facility. v) The size and quantities of all the above components will be as per approved structural / Hydraulic / Mechanical / Electrical design to be approved by Departmental before actual execution of work complete in all respects as per satisfaction of the Engineer in charge. | $1.000 | Complete Job |
| 5 | Replacement of old Pumping Machinery for existing 3.00 MLD IPS on Manakpur road with 5 No. New pumping machinery i.e 1 No. of 4200 LPM (252 m3/hr) plus 2 No. of 1400 LPM (84 m3/hr) plus 2 No. of 700 LPM (42 m3/hr) with 20.00 m Head with variable frequency drive as per specification of suitable size complete in all respects as per satisfaction of the Engineer in charge. | $1.000 | Job |
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