Tender For Providing Sewerage Scheme To Seoh, Khanoud And Proun In Tehsil Dhar Ur Distt. Mandi (Hp) Based On Multi Baffled Anaerobic Reactor (Mbar) Followed By Tertiary Treatment Through Constructed Wetland (Root Zone Technology). (Sh:- Construction
Tender Value
9.49 Crore
Estimated cost
Bid Submission
05 Oct 2026
9 days left
EMD
10.24 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Sewerage Scheme To Seoh, Khanoud And Proun In Tehsil Dhar Ur Distt. Mandi (Hp) Based On Multi Baffled Anaerobic Reactor (Mbar) Followed By Tertiary Treatment Through Constructed Wetland (Root Zone Technology). (Sh:- Construction of Sewerage Treatment Plant Of 0.200 Mld Capacity For Zone-I & 0.100 Mld Capacity For Zone-Ii, Laying, Jointing & Testing Of Di Pipe K7 150Mm Dia For Zone-I & Ii = 10090 Rmt., Laying, Jointing & Testing Of Hdpe Pipe 160Mm Dia For Zone-I & Ii= 1561 Rmt., Construction of Manhole Chambers For Zone-I & Ii = 380 Nos. (1.50 Mtr. Depth = 360 Nos., 2.50 Mtr. Depth = 14 Nos., 3.50 Mtr. Depth = 2 Nos, 4.50 Mtr. Depth = 2 Nos., 6.50 Mtr. Depth = 2 Nos.), Construction of Inspection Chambers For Zone-I & Ii = 112 Nos. & Construction of Flushing Tanks 52 Nos. Of 500 Ltr. Capacity Each For Zone-I & Ii).
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Sewage Treatment Plant of following capacity based on MBAR technology followed by Constructed wetland Technology including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition/amendments). 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 i.e. PH = 6.5 - 8.5, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 20 mg /litre, Feacal Coliform (MPN <1000/100 ml,N - Total ≤ 10 mg/litre, NH 4 - N ≤ 5 mg/litre . The scope of work including C/O 01 No. inlet chamber, 1 No. Screening channel with cleaning arrangement, 1 No. Grit channel and distribution box, construction of Multi Baffled Anaerobic Reactor, (Minimum Volume 366.67 cum for Zone-I & 183.33 cum for Zone-II, Minimum height 3.50 m+F.B.) construction of sludge drying beds as per design requirements, construction of wetland (Minimumum area 439 Sqm for Zone-I & 220 Sqm for Zone-II, minimum Height 2.00 M with freeboard) units, multimedia filter, chlorine contact tank with required arrangement, walkways for all units, Plant building/ Chowkidhar room, providing & installation of all mechanical & electrical equipment’s as per (CPHEEO Manual Latest edition / amendments) / chapter No. I to V. It also includes site development for all civil structures, interconnecting Pipes (DI/PVC of required Dia), path, providing and fixing Fencing Panel around the S.T.P Yard with gate, laboratory equipments and providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge. The design methedology should be based on CPHEEO mannual on Sewage and Sewage Treatment and the kinetic equations and rate constants involved in the design process should have authentic references duly wetted from IIT/NIT/PEC. The offer should also include laboratory equipments as per requirements of CPHEEO mannual of sewerage & water supply. |
| 2 | Construction of STP 0.200 MLD for Zone-I (Seoh) |
| 3 | Construction of STP 0.100 MLD for Zone-II (Khanoud & Proun) |
| 4 | Sewer Network for Zone-I & II:- Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated soil up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts. |
| 5 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth i/c carriage of material within all leads and lifts as per the directions of Engineer-in-charge. |
| 6 | Providing & Laying cement concrete work grade M:30 (Design Mix) but not leaner than 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 7 | Foundation footing bases of columns etc and mass concrete within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 8 | Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto all floor level within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge. |
| 10 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering , strutting and propping etc with batten & ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ-reinforced concrete and plain concrete in: |
| 11 | Flat surfaces such as soffits of sunspended floor, roofs landings and the like floors etc upto 200mm thickness within all leads and lifts as per the directions of Engineer-in-charge. |
| 12 | Vertical surface such as wall (any thickness) partition and the like i/c attached pillasters, butresses plinth and string course including all leads and lifts as per the directions of Engineer-in-charge. |
| 13 | Providing and laying mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete within all leads and lifts as per the directions of Engineer-in-charge. |
| 14 | Applying cement slurry on RCC slab or cement concrete work including all leads and lifts as per the directions of Engineer-in-charge. |
| 15 | Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 (1 cement :3 sand : 6 graded stone aggre 20 mm nominal size) as per the direction and to the entire satisfaction of Engineer-in-charge. |
| 16 | Providing and fixing of precast concrete Manhole cover having size of 560 mm internal dia (Medium Duty) with in all leads and lifts complete as per the direction and to the entire satisfaction of Engineer-in-charge. |
| 17 | Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- |
| 18 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 19 | 2nd Class brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 Sand) within all leads and lifts as per the directions of Engineer-in-charge. |
| 20 | 20 mm cement plaster in two coats on rough side of brick /concrete/stone wall for interior plastering upto floor two level i/c arrires.intrenal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth cement mortar 1:6 (one cement :six sand) inner side i/c cost and carriage of material within all leads and lifts as per the directions of Engineer-in-charge. |
| 21 | Providing and fixing of SMC panel water tank on PVC base along with floating valve complete with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge (500 Ltr. Each) |
| 22 | Providing and fixing double flanged Cast Iron sluice valve of following dia of Leader/Kirloskar make to Rising Main conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.0 to with stand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges Table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 23 | 65 mm Class PN-1 with flange Table-5 |
| 24 | Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc for the following dia as per direction and to the entire satisfaction of Engineer-in-charge (Labour Rate). |
| 25 | 25 mm dia (Light class) |
| 26 | Providing, laying, jointing and testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron (spun) pressure pipes confirming to BIS 8329-2000 class K-7, suitable for tyton (push on joints ) including, tees, collars, tapers (if required) crosses, short pieces, tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required (earth work in trenches and cost of joints to be measured and paid for separately) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters. |
| 27 | 150mm dia |
| 28 | Providing, Laying, jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately) |
| 29 | HDPE pipe 160mm dia OD of HDPE pipe |
| 30 | Providing and fixing of double socket flanged 150x150mm dia DI K-7 Y-Tee for inspection chamber complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. |
| 31 | Providing and fixing of DI plug 150 mm dia complete in all respects within all leads and lifts as per the directions of Engineer-in-charge. |
| 32 | Providing and jointing tyton (Push on joints ) to DI Pipe and fittings i/c testing of jointings, cost of rubber gasket (EPDM) qulaity conforming to IS 3382 (Lastest edition/amendments completet in all respect within all leads and lifts as per the directions of Engineer-in-charge. |
| 33 | Providing and fixing of all socket DI Tee/Cross as per IS 8329 or latest additional amendments i/c carriage of material within all leads and lifts complete in all respect as per the directions of Engineer-in-charge. |
| 34 | Stone soling properly hand packed filling interstes with khuranja stone and consolidation with power road roller to the required gradient and chamber i/c spreading watering and rolling of hinding material or earth work complete in all respect as per the directions of Engineer-in-charge. |
| 35 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with curing complete excluding cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 36 | Providing and laying cement concrete 1:3:6 (1 cement :3 sand :6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of centring & shuttering in foundation & plinth as per direction and to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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