Tender For Providing Sewerage Scheme For Tahliwal Town In Distt. Una (Himachal Pradesh) (Sh:- Construction Of Sewage Treatment Plant Of Capacity 1.00 Mld, Polishing Pond For Reuse Of Treated Effluent With Allied Civil Work ,C/O Intermittent Pumping S
Tender Value
22.55 Crore
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
23.30 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Sewerage Scheme For Tahliwal Town In Distt. Una (Himachal Pradesh) (Sh:- Construction Of Sewage Treatment Plant Of Capacity 1.00 Mld, Polishing Pond For Reuse Of Treated Effluent With Allied Civil Work ,C/O Intermittent Pumping Station Within The Stp Premises,P/L/J And Testing Of Sewer Network With Allied Civil Works, Operation And Maintenance Of Sewerage Scheme For Five Years With Successful Trial Run For 6 Months.)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Sep-2026 | Minutes of Pre bid meetings held on 07-09-2026 under the Chairmanship of Chief Engineer (H/Z) Jal Shakti Vibhag Hamirpur Zone | Date | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Sewage Treatment Plant of capacity 1.00 MLD , Polishing pond for reuse of treated effluent with allied Civil work |
| 2 | Design Drawing Engineering, procurement and construction of Sewage Treatment Plant of 1.0 MLD capacity based on MBBR Technology , including evolving of hydraulic & structural designs & drawings, planning, construction testing and commissioning of sewage treatment plant. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids =650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board/NGT i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 20 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total N ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work is as under |
| 3 | C/O inlet chamber |
| 4 | C/O Screen Chamber |
| 5 | C/O Grit Chanel , Distribution Box |
| 6 | C/O MBBR Unit with Anoxic tank and tube setteller |
| 7 | Construction of Sludge Drying Beds with covering arrangement using polycarbonate sheets for efficient drying. |
| 8 | C/O Sludge drying bed Sump well for leachate water collection |
| 9 | C/O Sludge holding Tank for Volute Press |
| 10 | C/O Wetland (Root zone system) along with polishing pond for tertiary treatment of effluent |
| 11 | C/O Chlorine Contact Tank |
| 12 | C/O Chlorine Mixing Tank and dosing pump. |
| 13 | P/L/J of Interconnecting pipes for connecting various units including all pipes, valves, bends, specials etc. complete in all respect. |
| 14 | C/O Boundary Wall around STP Premises with gate. |
| 15 | C/O Interconnecting paths to connect various units in STP. |
| 16 | C/O access Ladder with railing. |
| 17 | C/O Plant Building |
| 18 | Providing and installation of Laboratory Equipment's. |
| 19 | Providing and installation of Electro - Mechanical Equipment including all allied accessories i.e. cables, piping specials ,valves,pumps and mixers etc. |
| 20 | Providing and Installation of silent DG Set of 100 KVA, 415 V, 3 Phase, 50 Hz, complete with acoustic enclosure, fuel tank, control panel, AMF/Manual mode including all allied accessories. |
| 21 | Providing, Installation, Testing and commissioning of Online Continuous Effluent Monitoring System (OCEMS) duly calibrated from NABL accreditation laboratories and to be connected with HPPCB/CPCB server and SCADA complete in all respects. I/C all allied accessories. |
| 22 | The Construction of 1.00 meter wide in situ RCC Walkway all around proposed units with pipe railing on top of units. |
| 23 | Site development and landscaping of STP area as per site condition and as per the direction of Engineer -in Charge. |
| 24 | The firm shall carry out testing and commissioning of plant as per the direction of Engineer-in-Charge and after commissioning of the STP, the firm/contractor shall run the plant and train the departmental officials / operators for at least 180 days. Various laboratory tests shall be carried out regularly during testing period to maintain the plant as per the requirements of of CPHEEO manual. |
| 25 | Note :- Detailed scope/Design parameters of work as per data sheets attached. Please refer to data sheet No. 1 to13 . However any additional components required as per the design submitted by the contractor shall also be in the scope of work. |
| 26 | C/O of intermittent pumping station within the STP premises, |
| 27 | Design Drawing Engineering, procurement and construction of 1.0 MLD intermittent pumping station within the STP premises for efficient collection lifting , conveyance of sewage to the treatment units including C/O inlet chamber,screen chamber,Grit channel,wet well, pumps, piping and allied accessories complete in all respect to the entire satisfaction of Engineer in charge. |
| 28 | Note :- Detailed scope/Design parameters of work as per data sheets attached. Please refer to data sheet No. 14 . However any additional components required as per the design submitted by the contractor shall also be in the scope of work. |
| 29 | Excavation in foundations and trenches etc.(for pipes and pits in all depths etc. in all kind of soils such as pick work,,jumper workblasting in soft/hard rock, chiselling/wedging out of rock where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into sides of foundation and trenches etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by Engineer-in-charge with in all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub grade,restoration of unmetalled/metalled/ paved surfaces to its original conditions including soring,strutting,timbering and dewatering where ever required providing diversions for traffic,fixing night signals, fixing caution boards, crossing over trenches for access to houses complete and to the entire satisfaction of the Engineer-in charge. |
| 30 | Providing & laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 31 | 2nd class brick work using common brunt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4sand) within all leads and lifts as per the direction of Engineer-in-charge. |
| 32 | Providing & laying cement concrete using M-30 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :-:- |
| 33 | Foundation footings bases of columns and the like and mass concrete complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 34 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters , buttresses plinth,& string courses etc.from top of foundation level upto floor two level complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 35 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 36 | Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers up to floor level within all leads and lifts as per the direction of Engineer-in-charge. |
| 37 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level. |
| 38 | Column pillar posts and struts up to floor two level with in all leasa and lifts |
| 39 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain. |
| 40 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness complete in all respect including all leads and lifts as per the direction of Engineer-in-charge. |
| 41 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 42 | Foundation,footing and bases of columns |
| 43 | Providing Tor steel reinforcement for RCC work including cutting bending,binding & placing in position complete upto floor two level complete in all respect including all leads and lifts as per the direction of Engineer-in-charge. |
| 44 | 20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4(1cement:4 sand) in all leads and lifts. |
| 45 | Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg. of cement per sq.metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete.within all leads and lifts as per the direction of Engineer-in-charge |
| 46 | Providing and Fixing of 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 100 x 100 mm cement concrete 1:1.5:3 ( 1 cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size ) complete.within all leads and lifts as per the direction of Engineer-in-charge |
| 47 | Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) complete in all respect including all leads and lifts as per the direction of Engineer-in-charge |
| 48 | Providing, Laying jointing and testing of Ductile iron spigot & socketed pipe with cement mortar lining on inner side, pipe jointed with push on joint including cost of all kinds of fitting such as sockets, SBR gaskets and fixing complete. the pipe should be as per IS 8329-2000 class K-7 as per dimensions and weight mentioned below in a random length of 4 to 7 mtrs within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. (Earth work to be measured and paid for separately). |
| 49 | 150 mm dia |
| 50 | 200 mm dia |
| 51 | 250 mm dia |
| 52 | 300 mm dia |
| 53 | Providing Lowering, laying and jointing HDPE pipe PN-8, PE 100 (conforming to IS 4984-2016) in proper position by butt fusion joining procedure in cluding hydraulic testing as per relevant IS Code, complete within all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump accessories for hydraulic testing and all labour as directed by Engineer in charge as conforming to IS-7634 (PartII) 2012 amended up to date complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 54 | 160mm OD of HDPE Pipe |
| 55 | Providing and fixing double socket flanged Y Tee 150x150mm Dia as per IS 8329-2900 complete in all respect within all leads and lifts and as per latest amendments or edition complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 56 | Providing and fixing DI Plug 150mm Dia complete in all respect and as per latest amendments or edition complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 57 | Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ amendments complete in all respect within all leads and lifts and as per latest amendments or edition complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 58 | Providing and fixing all socket DI Tee/ cross as per IS 8329 or latest additional amendments i/c carriage of material complete in all respect within all leads and lifts to the entire satisfaction of Engineer in charge. |
| 59 | Stone solling properly hand packed filling interstes with kharunja stone and consolidation with power road roller to the required gradient and chaber including spreading watering and rolling of hinding material or earth work. |
| 60 | Providing and laying cement concrete 1:5:10 (1cement: 5sand: 10graded stone aggregate 40mm nominal size) and curing complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.(excluding cost of centering and shuttering in foundation and plinth etc) |
| 61 | Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. excluding cost of centering and shuttering in foundation and plinth etc. |
| 62 | Providing and laying 80mm thick cement concrete paver block of of M-30 grade with approved colour, design & pattern factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge |
| 63 | Re-Laying 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in- Charge. |
| 64 | Providing and fixing SMC panel water tank on PCC base along with floating valve, complete in all respect within all leads and lifts and lifts as per the entire satisfaction of Engineer-in-charge.-38 No.of 500 Ltr Each |
| 65 | Providing and Fixing 25mm Dia cast iron sluice valve of following dia and class (PN-I.00) as per IS:14846 Leader/Kirloskar/Kartar make including MS flange as per IS: 6392-1971 with welding of MS flanges in requisite layer on both faces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 66 | Providing, Laying, jointing in trenches, galvanised mild steel tubes (Heavy grade),25mm Dia tube fittings including testing of joint completewithin all leads and lifts as per the direction of Engineer-in-charge.(cost of excavation is to be measured and paid separately).(50 meter in each flushing tank) |
| 67 | Operation and Maintenance of 1.00 MLD Sewage Treatment Plant (STP), intermittent pumping station within the STP premises, Polishing pond for reuse of treated effulent with allied Civil works and complete sewer network for a Period of five Years in all respect to the entire satisfaction of Engineer-in-Charge. Firm should do comply the stringent effluent standards laid down by HP State Pollution Control Board/NGT Norms . The period of 60 months to be counted from the last day of successful trial run priod of 180 days of the scheme as per the terms and conditions. |
| 68 | O & M Cost for 1st Year |
| 69 | O & M Cost for 2nd Year |
| 70 | O & M Cost for 3rd Year |
| 71 | O & M Cost for 4th Year |
| 72 | O & M Cost for 5th Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 15, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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