Tender For Providing Sewerage System To Nagar Panchayat Shah Talai In Tehsil Jhandutta Distt. Bilaspur Himachal Pradesh (Sh: - (I) Construction Of 1.65 Mld Main Pumping Station And Component Of 0.90 Mld Existing Sewage Treatment Plant (Ii) Intercepti
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Jul 2026
19 days left
EMD
16.01 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bilaspur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Providing Sewerage System To Nagar Panchayat Shah Talai In Tehsil Jhandutta Distt. Bilaspur Himachal Pradesh (Sh: - (I) Construction Of 1.65 Mld Main Pumping Station And Component Of 0.90 Mld Existing Sewage Treatment Plant (Ii) Interception And Divergence Of Sewerage Network To Left Out Wards (Iii) Providing House Hold Connections Along With Allied Work Of Sewerage Network In Left Out Area (Iv) Operation And Maintenance Of Sewerage Scheme For 5 Years)
BOQ
| Sl. No. | Item Description |
| 1 | Design and construction of balance components for 0.90 MLD existing Sewage Treatment Plant capable of treating domestic raw sewage having characteristics of BOD =375 mg/litre, COD 650 mg/Litre TDS 208-700 Mg/ litre, & suspended Solids = 750 mg/litre PH 7.00-8.11 Fecal coliform 3900 ≤ MNP/100 ml, Total Nitrogen 30-45 mg/litre, Total Phosphorous 1-7 Mg/ Litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of NGT as per suggession of NEERI i.e. PH = 5.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 20 mg /litre, Faecal Coliform (100 MPN /100 ml) , The scope of work includes:-1. Raiseing 0.4 m height of Primary Treatment Units (Inlet Channel, Fine Screen Channel, Grit removal channel), 2. Construction of Primary Settling Tank, (Primary clarifrer).3. Providing, Installation, Testing and commissioning of Fine Bubble Diffusers in aeration tank. 4. Providing, Installation, Testing and commissioning of air blower system (data Sheet No. 4). 5. Providing and Installation of Pressure Sand filter. (1W+1SB).6. Providing and Installation of Activated Carbon Filter, (1W+1SB).7. Construction of Filter Backwash Sump & Pumps i/c all alleid accessories.8. Construction of Sludge Drying Beds with covering arrangement using polycarbonate sheets for efficient drying. 9. Construction of RCC Garland channel along the STP boundary wall sump & pump for disposal.10. Providing and installation of Electro - Mechanic as Equipment inclding all allied accessries i.e. cables, piping specials and valves etc.11. Providing, Installation, Testing and commissioning of Online Continuous Effluent Monitoring System (OCEMS) duly calibrated from NABL accreditatied laboratories and to be connected with HPPCB/CPCB server and SCADA complete in all respects. I/C all allied accessories.12. Providing and Installation of laboratory equipment.13. Construction of effluent discharge pipe and Gabion Cascade (stone wire crate) at out fall point in Saryali Khad.14. Construction of Boundary Wall around STP Premises with gate.15. Landscaping and Tree plantation all along the periphery of STP in 2 No. rows. 16. Providing & Installation of Bio Trickling Filter (Odour control system), 1 No having air flow rate of 112 cum/h including all allied accessories.17. Providing and Installation of silent DG Set of 125 KVA, 415 V, 3 Phase, 50 Hz, complete with acoustic enclosure, fuel tank, control panel, AMF/Manual mode including all allied accessories.18. Designing, Supply,installation, testing & commissioning of SCADA System for fully automised STP Operation.19. Providing, laying & jointing of Interconnecting Pipe for connecting Various Units i/c all valves, bends, specials etc. complete in all respects.20. Construction of Main Pumping Station (MPS) of 1.65 MLD capacity at the Sewage Treatment Plant (STP) for efficient collection, lifting and conveyance of sewage to the treatment units including, pumps, piping and allied accessries complete in all respect to the entire satisfaction of Engineer-in-charge. The main pumping station shall be fully automated with SCADA 21. The Constrcution of 1.00 meter wide in situ RCC Walkway all around all existing units where not provided and in purposed units with pipe railing on top of units. 22. 90 days trial run of all components of STP after sucessful testing and commissioning of the STP i/c regular testing of inffluent and effluent sewage samples and training of departmental staff . Note :- Detailed scope/Design perameters of work as per data sheets attached.please refer to data sheet No. 1 to 21. |
| 2 | 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. |
| 3 | 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 within all leads and lifts as per the direction of Engineer-in-charge. |
| 4 | 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 :- |
| 5 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 6 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level up to floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. |
| 8 | Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 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. |
| 9 | 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. |
| 10 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness within all leads and lifts as per the direction of Engineer-in-charge. |
| 11 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like ith in all leads and lifts as per the direction of Engineer-in-charge. |
| 12 | 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. |
| 13 | 20mm cement plaster in two coats on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrires, inernal rounded angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement : 6sand) inner side including cost and carriage of material within all leads, lifts and other incidentials. |
| 14 | Providing Tor steel reinforcement for RCC work including cutting, bending,binding & placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 15 | 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 |
| 16 | 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 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size ) complete.within all leads and lifts as per the direction of Engineer-in-charge |
| 17 | Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) within all leads lifts complete in all respect. |
| 18 | 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.-31 No.of 500 Ltr Each |
| 19 | Providing, Laying, jointing in trenches, galvanised mild steel tubes (light grade), 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) |
| 20 | 125mm noninal bore |
| 21 | Providing and Fixing 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. |
| 22 | 65mm dia |
| 23 | 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). |
| 24 | 150mm dia |
| 25 | 200mm dia |
| 26 | 250mm dia |
| 27 | 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. |
| 28 | 160mm OD of HDPE Pipe |
| 29 | 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. |
| 30 | 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | 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. |
| 34 | 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) |
| 35 | 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. |
| 36 | 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 |
| 37 | Re-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. |
| 38 | Repair and restoration of PWD road damaged during laying of sewer as per relevant BIS specifications and up to the satisfaction of Engineer in charge complete in all respect. |
| 39 | Operation and Maintenance of 0.900 MLD Sewage Treatment Plant (STP), 1.65 MLD MPS 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 terms and conditions. |
| 40 | O & M Cost for 1st Year |
| 41 | O & M Cost for 2nd Year |
| 42 | O & M Cost for 3rd Year |
| 43 | O & M Cost for 4th Year |
| 44 | O & M Cost for 5th Year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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