Tender For Survey (On Gis Basis) Of The Project Area Including Soil Investigation, Engineering Design (Hydraulic And Structural) As Required, Procurement Of All Labour And Materials, And T&P Etc. Required For The Construction Of Reinforced Cement Con
Tender Value
19.89 Crore
Estimated cost
Bid Submission
13 Oct 2026
25 days left
EMD
19.90 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
Mahoba → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Survey (On Gis Basis) Of The Project Area Including Soil Investigation, Engineering Design (Hydraulic And Structural) As Required, Procurement Of All Labour And Materials, And T&P Etc. Required For The Construction Of Reinforced Cement Concrete Interception And Diversion (I&D) Structures On Five Drains (Malakpura Nala, Boddh Math Nala, Arimandan /Nala Near Petrolpump Nala, Parmanand Nala, Gandhi Nagar/ Hamirpur Chungi Nala), Intercepting Sewer Line/ Gravity Main, Treated Effluent Main, 10.00 Mld Sewage Treatment Plant (Stp) Based On Sbr Or Any Other Proven Technology Including 15 Kld Co-Treatment Facility Of Faecal Sludge Including Mps, Ht/Lt Panel Room, Administrative Building, Boundary Wall, And Internal And External Approach Roads Including All Allied And Associated Works At Nagar Palika Parishad Mahoba, District Mahoba, U.P.
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | STP works |
| 3 | Design & Construction of Sewage Treatment Plant of 10.00 MLD Capacity by SBR technology or any other proven technology including Fecal sludge treatment unit of 15 KLD to fulfill the desired effluent parameters including Civil, E&M and Automation works. The STP shall consists of an inlet cum stilling chamber, Fine screen chamber, Grit chamber, Parshall flume, distribution chamber, Chlorine contact tank, Chlorine house, Gravity Sludge Thickener, Centrifuge, Bypass units and MPS with necessary piping work with valves, gates, drains, pathways etc all complete as turnkey job having inlet/outlet analysers, corrosion resistant (SS-316) motorised actuator operated gates, flow meters installed at inlet, outlet and bypass, level sensors, DO/PH/BOD/TSS Monitors in reactors inlet and outlet and required instrumentations with IP based CCTV. The cost also includes providing of three cesspool vehicle required for removing the sludge from septic tanks (1 No-1 KL, 1 No-2 KL & 1 No-3 KL each) DG sets, Electric Substation, Transformers, pumps and HT/LT/Control Panels, Laboratory, HT/LT, SCADA & Meter room, Store room, Administrative building, staff quaters(Type-I (34.20 SQM),TypeII (45.60 SQM) and TypeIII (62.70 SQM) , Chemical Room,Automatic Chlorine Dozer, approach road including internal roads & pathways, lighting, fire saftey devices, drainge & landscaping of STP campus as per client directions.( Amount for Civil Works) |
| 4 | I&D Work / tapping of drain (5nos) |
| 5 | Provision for coffer dam and required pumping to divert nala flow during construction of Nala flow during construction Nala cross wall (weir) Including supply of all materials, labour T&P and its maintenance complete including Construction of Temporary Drain. |
| 6 | Bailing out of water form the excavated trench with help of pumps as well as manually and removal of sludge, sullary from the bed of Nala as and when required including supply of pumps, mobil oil, wages of operators etc. complete for proper completion of works. |
| 7 | Barircading of trench area by vertical posts and horizontal ballies, properly fixed and joined together complete. |
| 8 | Excavation in kankar mix with morum including disposal of surplus earth lift upto 1.5 mtr. & lead upto 50M filling watering & ramming of excavated earth, into the trenches and disposal of surplus earth upto a distance of 50M from the centre of the foundation trenches. |
| 9 | 0.00 - 1.50 m |
| 10 | 1.50- 3.00 m |
| 11 | Provide and lay stone ballast 40mm gauge with local sand in proportion of 8:4:1 in foundation including compaction complete. |
| 12 | 0.00-1.50 m |
| 13 | 1.50-3.00 m |
| 14 | 3.00-4.50 m |
| 15 | 4.50-6.00 m |
| 16 | Cement concrete with 20 mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work. |
| 17 | 0.00-1.50 m |
| 18 | 1.50-3.00 m |
| 19 | 3.00-4.50 m |
| 20 | 4.50-6.00 m |
| 21 | RCC work with cement, coarse sand and 40 mm gauge stone ballast in proportion of 1:2:4 in foundation and 20mm guage in proportion of 1:1.5:3 in wall excluding supply of its reinforcement and bending but including fixing, binding including all labour materials T&P etc. complete. |
| 22 | In foundation |
| 23 | 1.50-3.00 m |
| 24 | In wall |
| 25 | 0.00-1.50 m |
| 26 | 1.50-3.00 m |
| 27 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 28 | Supply and fixing of 0.6 m wide and 0.6 m S.S. screen made of 10mm wide 20mm deep flat with angle frame 55x55x10mm |
| 29 | Supply and fixing of single face sluice gate of following size including construction of necessary RCC column cross beams and fixing and grouting of sluice gate in position true to alignment complete |
| 30 | sluice gate 0.60 x 0.60 m |
| 31 | Construction of necessary, fixing and grouting of sluice gates. |
| 32 | Disposal of surplus earth at proper place by truck upto a distance of 10 Km. including loading, unloading etc. all complete. |
| 33 | Fabricate, supply and fix MS ladder made of MS angle 60x60x6 and 20mm round bars etc. complete. |
| 34 | Fabricate, supply and fix MS made 1m high railing of MS angle 50x50x5 etc. complete. |
| 35 | Provision for construction of board crested cement, concrete, weir in main nala for diversion of flow including supply of all materials, T&P etc. for proper completion of work. |
| 36 | Provision of M.S jali to cover the top of all the components |
| 37 | Site Clearence |
| 38 | Gravity Main |
| 39 | Provision for Barricading of roads ,providing caution boards, night lamps sand watch & ward of site for specials, specials T&P etc. |
| 40 | Excavation for following depth below ground level for laying of sewer line, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches |
| 41 | In soil mixed with kankar |
| 42 | 0 to 1.5 M B.G.L. |
| 43 | In soft rock |
| 44 | 1.5 to 3.0 m B.G.L. |
| 45 | 3.0 to 4.5 m B.G.L. |
| 46 | 4.5 TO 6.0 M B.G.L. |
| 47 | In hard rock |
| 48 | 1.5 to 3.0 m B.G.L. |
| 49 | 3.0 to 4.5 m B.G.L. |
| 50 | 4.5 TO 6.0 M B.G.L. |
| 51 | Provide and fix open(0-3.0m) and close(3.0m -10.50m) timbering in trenches for the different depth below G.L. consisting of 40 mm thick approved approved country wood plank for polling board, 125x125 mm form Indian Sal Wood and 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches. |
| 52 | 3.0 to 4.5 m B.G.L. |
| 53 | 4.5 TO 6.0 m B.G.L. |
| 54 | Providing and supply of RCC NP-3 pipe as per IS 458/2003. |
| 55 | 200 mm dia |
| 56 | 300 mm dia |
| 57 | 400 mm dia |
| 58 | 600 mm dia |
| 59 | Carting, laying and jointing of following size pipes and specials from store to the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarns bitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe, including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe. |
| 60 | 200 mm dia |
| 61 | 1.5 to 3.0 m B.G.L. |
| 62 | 300 mm dia |
| 63 | 1.5 to 3.0 m B.G.L. |
| 64 | 3.0 to 4.5 m B.G.L. |
| 65 | 400 mm dia |
| 66 | 3.0 to 4.5 m B.G.L. |
| 67 | 4.5 TO 6.0 M B.G.L. |
| 68 | 600 mm dia |
| 69 | 0 to 1.5 M B.G.L. |
| 70 | 1.5 to 3.0 m B.G.L. |
| 71 | 3.0 to 4.5 m B.G.L. |
| 72 | Concrete cradles with 40 mm gauge stone ballast with coarse sand and cement in proportion of 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work for laying of sewer 200 mm dia to 600 mm dia following depths in trench. |
| 73 | For class Ab Bedding |
| 74 | 0 to 1.5 M B.G.L. |
| 75 | 1.5 to 3.0 m B.G.L. |
| 76 | 3.0 to 4.5 m B.G.L. |
| 77 | 4.50 to 6.00 m B.G.L. |
| 78 | Supply of all materials , labour, and T&P and constructing circular brick masonary manholes of following sizes as per type design and drawing |
| 79 | 900 m.m.dia. X 1650mm depths |
| 80 | 1200 m.m.dia. X 2300mm depths |
| 81 | 1500 m.m.dia. X 4950mm depths |
| 82 | Addition or substraction due to variation in shaft for following sizes of manholes. |
| 83 | Shaft for900 m.m.dia. X1650m.m |
| 84 | Shaft for1200 m.m dia.X 2300m.m |
| 85 | Shaft for1500 m.m. dia X 5000 m.m. |
| 86 | Cutting/dismentaling of bitumen road ,stacking properly old serviceable materials and disposal of un serviceable materials as per direction of engineering in charge |
| 87 | Cement concrete road |
| 88 | Bituminous road |
| 89 | Interlocking road |
| 90 | Permanent reinstatement of road including supply of all material,labour,T&P etc. required for proper completion of works |
| 91 | Cement concrete road |
| 92 | (A) CC 1:2:4 for Raod Slab (0.15m Thick) |
| 93 | (B) P.C.C. 1:4:8 For Base Road (0.1m thick) |
| 94 | Bituminous road |
| 95 | Interlocking road |
| 96 | Provision for site clearance after construction period & unfore seen items. |
| 97 | Treated Effluent Main |
| 98 | Excavation for following depth below ground level for laying of sewers manholes, gully pits, chambers, sumps etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches |
| 99 | 0 to 1.5 M B.G.L. |
| 100 | in soft rock |
| 101 | 1.5 to 3.0 m B.G.L. |
| 102 | Provision for disposal of surplus earth during construction process beyond municipal corporation limits of suitable place |
| 103 | Providing and supply of RCC NP-3 pipe as per IS 458/2003 |
| 104 | 600 mm dia |
| 105 | Carting laying and jointing of following pipes and specials from store to the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarns bitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe, including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe. |
| 106 | 600 mm dia |
| 107 | 1.5 to 3.0 m B.G.L. |
| 108 | Concrete cradles with 40 mm gauge stone ballast with coarse sand and cement in proportion of 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work for laying of sewer 200 mm dia to 400 mm dia following depths in trench. |
| 109 | Sand Filling in base |
| 110 | 1.5 to 3.0 m B.G.L. |
| 111 | Supply of all materials , labour, and T&P and constructing circular brick masonary manholes of following sizes as per type design and drawing |
| 112 | 900 m.m.dia. X 1650mm depths |
| 113 | Provision for site clearance after construction period and unforesen items. |
| 114 | E/M Works |
| 115 | E/M work at STP 10 MLD &15 KLD co treatment plant |
| 116 | EPC contract for a 10.0 MLD Sewage treatment Plant including detailed design and drawings ,SITC of all required pumping plants as per CPHEEO mannual and electromechanical works with MCS and latest SCADA based automation ,integration works with approved civil structures ,all labour and T&P ,wetted parts design subjected to Engineer-in -charge approval ,adequates standby units and spares and complete gaseous chlorination system (1W+1S) for post treatment with chlorine analyser ,leak detection and absorption system ( Diffusing Tower Type) with full safety tools complete in all respects with sufficient capacity , DG Set (CPCB -4 or latest ), substation of required capacity with noc by electrical safety department including construction of borewell suitable depth in campus with SITC of 2hp AC solar submersible pump set with all acessories .Adequate capacity E&M Equipment for Faecal Sludge management Solution and internal and external lighting of STP +MPS and co treatment with cesspool Vechicle of capacity 3000 lit -1 no,1000 lit -02 nos, 500 lit - 02 nos of chasis mounted sewer suction machine.( Amount for E&M Works) |
| 117 | TRAIL & RUN for 03 monthsOperation Charges for 03 Months of Trial & Run includes 01 nos sweeper , 01 electrician & 03 nos of SCADA operator each month for 03 months trail run |
| 118 | gaseous chlorine for 03 months trail run |
| 119 | PAC for 03 months trail run |
| 120 | Diesel for 03 months trail run |
| 121 | Lubricant for 03 months trail run Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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