Tender For Investigation, Survey (On G.I.S. Basis) & Construction Of 10.20 Mld Stp With 19.20 Kld Co-Treatment Including Mps, I&D Of Drains And Structure, Rising Main, Treated Effluent Line With Scada Etc. In Faridpur Nagar Palika Parishad, Distt-Bar
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 Aug 2026
19 days left
EMD
26.68 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Investigation, Survey (On G.I.S. Basis) & Construction Of 10.20 Mld Stp With 19.20 Kld Co-Treatment Including Mps, I&D Of Drains And Structure, Rising Main, Treated Effluent Line With Scada Etc. In Faridpur Nagar Palika Parishad, Distt-Bareilly. Under Sbm 2.0
BOQ
| Sl. No. | Item Description |
| 1 | STP(10.20MLD) WITH CO-TREATMENT FACILITY(19.20KLD) INCLUDING COST OF MPS |
| 2 | Design, Construction, Supply of all materials, Erection and Commissioning of STP with Faecal Sludge Co-Treatment facilities (10.2 MLD Sewage Treatment Plant cum 10.0 KLD Co-treatment) with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, laboratories, meter room etc. all complete for co-treatment facilities including the cost of MPS. The quality of treated effluent shall be as per CPHEEO Manual for agricultural uses, which is: PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-20mg/1 (preferably 10 mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). The rate is considered for SBR Technology. The STP shall be capable to treat the raw sewage having minimum concentration mentioned in CPHEEO manual's table 5.4. |
| 3 | Civil Work |
| 4 | E&M Work |
| 5 | Development work for STP |
| 6 | Construction of Boundary Wall at the STP site |
| 7 | MS gate (3.6m wide gate) |
| 8 | MS gate (1.2m wide gate) |
| 9 | Construction of Internal Road (Bituminous Road) |
| 10 | Cost of external water supply, electrification and sanitation work |
| 11 | Site Development work |
| 12 | I&D PIPES AND APPURTENANCES |
| 13 | Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including |
| 14 | (a) 0.00 to 1.50 m |
| 15 | (b) 01.50 to 03.00 m |
| 16 | (c) 03.00 to 04.50 m |
| 17 | (d) 04.50 to 06.00 m |
| 18 | Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc , complete |
| 19 | (a) 0.00 to 3 m |
| 20 | (b) 03.00 to 06.00 m |
| 21 | Same as item No. 4 but for open timbering |
| 22 | (a) 0.00 to 03.00 m |
| 23 | Supply of Double Wall Corrugated (DWC) Pipes of Class SN8 Structured wall polyethelene piping systems (pipe with online/offline coupler and elastomeric sealling) with non-smooth external annular corrugated and smooth internal surface (double wall) for non pressure underground sewerage application as IS 16098 (Part-2):2013 |
| 24 | 200 mm dia |
| 25 | 250 mm dia |
| 26 | Supply of Fittings (Couplers, Sealing rings, etc.) for Double Wall Corrugated (DWC) pipes of Class SN8 Structured wall polyethelene piping systems (pipe with online/offline coupler and elastomeric sealling) with non-smooth External Annular Corrugated and Smooth Internal Surface (Double Wall) for non pressure underground sewerage application as IS 16098 (Part-2):2013 |
| 27 | 200 mm dia |
| 28 | 250 mm dia |
| 29 | Lowering, Laying and jointing of Double Wall Corrugated (DWC) pipes of Class SN8 Structured wall (External Annular Corrugated & Smooth Internal Surface) polyethelene pipe and fittings with the help of coupler (online/offline coupler) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the sepecified vally of the corrugation at the spigot end,loweing the same into the trench, laying on the lower bedding (constructed at bottom of the trenches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications and detailed engineering, including carriage of pipes &fittings from site stacks to the place of laying etc. as per direction of Engineer-In-Charge. |
| 30 | 150 mm dia pipe |
| 31 | 00.00 -0 1.50 m |
| 32 | 250 mm dia pipe |
| 33 | 01.50 -0 3.00 m |
| 34 | Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s). |
| 35 | 300 mm dia |
| 36 | 350 mm dia |
| 37 | 400 mm dia |
| 38 | 600 mm dia |
| 39 | 700 mm dia |
| 40 | Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth |
| 41 | 300 mm dia pipe |
| 42 | 01.50 - 0 3.00 m |
| 43 | 03.00 - 04.50 m |
| 44 | 04.50 - 06.00 m |
| 45 | 350 mm dia pipe |
| 46 | 03.00 - 04.50 m |
| 47 | 400 mm dia pipe |
| 48 | 03.00 - 04.50 m |
| 49 | 600 mm dia pipe |
| 50 | 03.00 - 04.50 m |
| 51 | 04.50 - 06.00 m |
| 52 | 700 mm dia pipe |
| 53 | 03.00 - 04.50 m |
| 54 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached |
| 55 | (b) 01.50 to 03.00 m |
| 56 | (c) 03.00 to 04.50 m |
| 57 | (d) 04.50 to 06.00 m |
| 58 | Sand filling including supply of all materials, labour, T&P etc. into the trenches for bedding of DWC Pipes including watering compaction, labour T&P etc. for completion of work. |
| 59 | (a) 00.00 to 01.50 m |
| 60 | (b) 01.50 to 03.00 m |
| 61 | Construction of circular type brick masonry manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), foundation concrete 1:4:8 graded stone aggregate other than granite 40mm nominal size, wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:3 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications. |
| 62 | 900mm internal dia., 1.65m deep |
| 63 | 1200mm internal dia., 2.30m deep |
| 64 | 1500mm internal dia., 4.95m deep |
| 65 | Extra for every additional depth of 1 m or part there of in following size of circular manholes. |
| 66 | 900mm internal dia., 1.65m deep |
| 67 | 1200mm internal dia., 2.30m deep |
| 68 | 1500mm internal dia., 4.95m deep |
| 69 | Dismantling/Cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 70 | Bituminous road |
| 71 | Concrete road |
| 72 | Interlocking tile road |
| 73 | B.O.E road |
| 74 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 75 | Bituminous road |
| 76 | Concrete road |
| 77 | Interlocking tile road |
| 78 | B.O.E road |
| 79 | Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Eucalyptus Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying. |
| 80 | Disposal of Surplus Earth |
| 81 | Provision for shifting and reinstatement of electric and telephone poles during excavation and laying of sewer lines. |
| 82 | Provision for shifting of electric and telephone cable, existing water supply mains falling in the alignment of conveying main during excavation and the restoring utilities / services to its original condition. etc. during excavation and laying of sewer lines. (1% of Sl. 1 to 16) |
| 83 | Interception & Diversion(I&D) works |
| 84 | I&D structure |
| 85 | Rising main(600MM DIA DI K9) from MPS to STP |
| 86 | Clearing jungle including uprooting of rank vegitation, grass, brush wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 87 | Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m. |
| 88 | do - in all kindes of soil - 100% |
| 89 | 1.5 to 3.0 mtr. Depth |
| 90 | Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume). |
| 91 | Pipes conforming to IS : 8329 - 600 mm |
| 92 | Supply and laying standard specials etc. all complete |
| 93 | Up to 600 mm dia |
| 94 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, |
| 95 | nuts, rubber insertions etc. (the tail pieces if required will be paid |
| 96 | 150 mm |
| 97 | Carting of 600mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. |
| 98 | Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. (Refer 10.4 for Unit Cost Estimate) |
| 99 | Sluice valve, Air valve chambers |
| 100 | Treated effluent line (STP to Canal) |
| 101 | Clearing jungle including uprooting of rank vegitation, grass, brush wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 102 | Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m. |
| 103 | 0.0 to 1.5 mtr. Depth |
| 104 | do - in all kindes of soil - 100% |
| 105 | 1.5 to 3.0 mtr. Depth |
| 106 | Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume). |
| 107 | Supply of ISI Marked A.C. Pressure Pipe confirming to IS-1592/2003 or its latest amendment(s) including cost of one no. of AC coupling with a set of 3 rubber rings per meter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. Class 15 |
| 108 | Pipes conforming to IS-1592/2003 - 600 mm |
| 109 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, |
| 110 | nuts, rubber insertions etc. (the tail pieces if required will be paid |
| 111 | CARTING FROM STORE, LAYING, JOINTING & TESTING CLASS I & II A.C. PRESURE PIPE WITH FITTING ETC. (600mm Dia.) |
| 112 | Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. |
| 113 | Sluice valve, Air valve chambers |
| 114 | Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 115 | B.O.E road |
| 116 | Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. |
| 117 | B.O.E road |
| 118 | Rehabiliation of Office Campus and Residential colony including repairing of old existing structure, fixing of new sanitary fittings, replacing of old furniture, developement of pathways, supply of new electrical equipments with all labour material T&P etc complete.(Details attached in tender document) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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