Tender For Trunk Sewer Line And Stp With Co-Treatment Facility And I&D Of Nalas For Pauri Town Under Sbm 2.0
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Nov 2026
16 days left
EMD
52.37 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pauri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Trunk Sewer Line And Stp With Co-Treatment Facility And I&D Of Nalas For Pauri Town Under Sbm 2.0
BOQ
| Sl. No. | Item Description |
| 1 | LAYING AND JOINTING OF DI K-7 (confirming to IS: 8329) for SEWER LINE AND APPURTENANT WORKS |
| 2 | Providing Barricading (covered) of fabricated with steel structures like channels, angle and sheet etc.upto height of 1.80 m. which is now a days in practice including providing caution boards, night lamp and watch and ward of site. |
| 3 | Cutting road surface for sewer line trenches. Including stacking of serviceable material (i.e. stone ballast that will be reused in the laying of WBM) at site and disposal of unserviceable material to suitable disposal point |
| 4 | Cutting Bituminous portion |
| 5 | Earth work in excavation by mechanical means /manual means in trenches in all types of soils such as moorum, sand, sandy silt, clay, black cotton soil mixed with boulder, bajri, kankar etc. including dressing of the side and ramming of the bottoms getting outthe excavated soil and disposal of surplus excavated soil as directed within a lead of 50.00 meter |
| 6 | Depth from 0.0 upto 1.5 m |
| 7 | Depth from 1.5 upto 3.0 m |
| 8 | Depth from 3.0 upto 4.50 m |
| 9 | Same as above but in medium rocks. |
| 10 | Depth from 0.0 upto 1.5 m |
| 11 | Depth from 1.5 upto 3.0 m |
| 12 | Depth from 1.5 upto 3.0 m |
| 13 | Cartage of excavated earth from site to suitable place by head load |
| 14 | Cartage of excavated earth from site to suitable place by mechanical means |
| 15 | Providing and fixing open timbering covering 1/3 surface area by planks in trenches upto required depth. Below ground level consisting, of 40mm - 50mm thick approved country wood planks for poling board 125mm *75mm India Salwood walers and 100mm dia Sal bailies for struts at 1.50m c/c including removal after laying of sewer |
| 16 | 0.00 to 3.00 m BGL |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 19 | Supply & Laying - Jointing of following dia. DI K-7 pipe. with socket and rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets. including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. |
| 20 | 200 mm dia |
| 21 | 1.50 - 3.00 m B.G.L |
| 22 | 3.00 - 4.50 m B.G.L |
| 23 | 250 mm dia |
| 24 | 0.00 - 1.50 m B.G.L. |
| 25 | 1.50 - 3.00 m B.G.L |
| 26 | 300 mm dia |
| 27 | 1.50 - 3.00 m B.G.L |
| 28 | 3.00 - 4.50 m B.G.L |
| 29 | Construction of R C C 1:1.5:3 Cement sand and stone grit Manhole of various dia and depth as per IS :4111 par1( latest ammendment) in R.C .C 1:1.5:3 in cement sand and stone grit ,The work includes excavation, dewatering, planking, strutting etc. refilling, disposal of surplus earth with all lift and lead of 50m, Including construction of concrete base with PCC 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 40mm nominal size), preparation of channal up to the height of'the'pipe and benching in PCC 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) including neat cement finished, suitable connection of inlet & outlet pipes, testing (watertightness} of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction of Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets. including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. |
| 30 | 900mm internal diameter at bottom,0.90-1.65m depths |
| 31 | 1200 mm internal diameter at bottom ,1.65-2.30m depths |
| 32 | 1200 mm internal diameter at bottom ,1.50-4.95m depths |
| 33 | Deduction in the depth of the manhole to regulate payments for variation of actual depth of manholes in following sizes. |
| 34 | 900mm dia ,0.90-1.65m depths |
| 35 | 1200 mm dia ,1.65-2.30m depths |
| 36 | 1200 mm internal diameter at bottom ,1.50-4.95m depths |
| 37 | Providing and fixing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x 25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protuded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufacturer permanent identification mark to be visible even after fixing, including fixing in manhole with 30x20x15 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20mm nominal size) complete as per design. |
| 38 | Filling available excavated earth (excluding boulder / rock in trenches in layers, not exceeding 20 cm in depth consolidating each deposited layer by ramming with mechanical compector under optimum moisture content to give atleast 95% of maximum dry density (proctor density) lead up to 50m. Filling upto pipe depth over pipe 0.25% total qty by head load filling of earth 40 % by the other means such as machenically etc. Above pipe upto ground 0 to 50 m lead , o to ground level lift |
| 39 | Depth from 0.0 upto 3.0 m |
| 40 | Providing and laying In position cement concrete of specified grade excluding the cost of centering and shuttering. |
| 41 | 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 20mm nominlal size). |
| 42 | With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 43 | Shifting of domestic water supply house connection coming in the alignment of sewer line/mahnole chamber including excavation, refilling, supply of all material, pipes, specials etc., labour, T&P and making good complete as per entire satisfaction of engineer in charge. |
| 44 | 15 to 20mm G.I, Pipe |
| 45 | Repairing of leakage in existing pipe line including Excavation in ordianry soil mixed with shingle boulders etc. for repair of leakage in existing pipe line including supply and fixing of necessary specials, fixingof C.I.D/ joints. |
| 46 | Provision for crossing sewers through existing drains coming across the alignment of sewer including making it good after laying the pipe. |
| 47 | Dewatering of sub soil water by well point system by making all arrangements including supply of all material, labour, T&P, pumps etc. required and disposal of sub soil water at near by nala complete. Dewatering shall be done as per IS 9759-1981 |
| 48 | 1.00 MLD STP And 29.00 KLD Co-Treatment FSTP |
| 49 | Design, drawing and construction of 1.00 MLD & 29 KLD Co-Treatment Plant of Fecal Sludge and Septage with Sewage/STP cum FSTP by open technology which includes civil and electromechanical infrastructure along with all allied civil and electromechanical work required for proper completion of work including submission of geological survey and soil investigation report. |
| 50 | Electromechanical works |
| 51 | Online Monitoring system |
| 52 | 29 KLD FSTP Co- treatment Plant |
| 53 | Light Motor Vehical Truck Mounted Suction Machine.Capicity- Fuel Type - Diesel Trasportation Cliaiges 5%.by Single phase Sewage Submersible Pump (1HP-3HP) |
| 54 | Design, drawing and constructionof Non-Residential Building (RCC FRAMED STRUCTURE (Upto Six Storey) Floor Ht. 3.60 M including Rest room, office, lab, kitchen, toilet with complete water supply and sanitary installation and Electrical external Service connection icluding all material, labour & T&P etc. complete as per direction of Engineer-in-charge |
| 55 | EFFLUENT LINE (outfall sewer) |
| 56 | Supply, carting, Laying Jointing of following dia. D.I. K-7, S & S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. |
| 57 | 200mm Dia |
| 58 | BOUNDARY WALL, APPROACH ROAD AND GATE |
| 59 | Design , drawing and Construction of RCC(1:1.5:3) Retaining wall around Campus including supply of all materials, labour, T&P etc. complete required for proper completion of the work.. |
| 60 | Design, drawing and Construction of Boundary wall including supply of all materials, labour, T&P etc. complete required for proper completion of the work. |
| 61 | Fixing of 3.6m wide M.S. gate with wicket gate including fabrication and supply of steel and construction of boundary pillars etc. all complete. |
| 62 | Concrete pavements. Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 63 | Concrete pavements Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 64 | Construction Of RCC 1:1.5:3 Buttress/Pillar of size 50x50cm |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for all heights -Foundations, footings, bases of columns, etc. for mass concrete |
| 66 | Fixing Of 20mm G.I Pipe above boundary wall for railing |
| 67 | Reinforcement for R.C.C. work including straightening, cutting, bend in position and binding all complete. |
| 68 | Cleaning of Nalas |
| 69 | Cleaning of existing chocked drain including cleaning of weeds, debris, soil, Boulder, leachete, sewage etc. Complete in all respect as per specification and as directed by engineer incharge. incl. all taxes |
| 70 | Naala Tapping arrangement and I&D |
| 71 | Design, drawing and Construction of RCC Nala Tapping Arrangement across the drain/ Nala with two channels having full discharge capacity along with manually operated Screens / Gates including diversion of drain during construction including supply of all materials, labour, T&P etc. including electrical & instrumentation work complete as per direction-in-charge. |
| 72 | At Outfall of Catchment No - 1, PWD office to Upper forest Nala, I&D-1 |
| 73 | At Outfall of Catchment No - 2,Vikas mall road Nala, I&D-2 |
| 74 | At Outfall of Catchment No - 3, Bus adda Nala, I&D-3 |
| 75 | At Outfall of Catchment No - 4,Infront of Union Bank Nala I&D-4 |
| 76 | At Outfall of Catchment No - 5,Civil line (vishal vending point) Nala, I&D-5 |
| 77 | At Outfall of Catchment No - 6, Beside ETC Nala, I&D-6 |
| 78 | At Outfall of Catchment No - 7,Below Carnal house's gate Nala, I&D-7 |
| 79 | At Outfall of Catchment No - 8,Patwari Chowki Nala/Gadhera, I&D-8 |
| 80 | At Outfall of Catchment No - 6=9, Verma Batan wala Nala, I&D-9 |
| 81 | Consutruction of Gully Pits at the outfall of small drains. |
| 82 | Protection Work for nalas |
| 83 | Operation & Maintenance cost of 5 years |
| 84 | Annual Operation & Maintenance of Sewerage Network its other allied works executed under this bid including all Manpower , Material, T&P etc. complete for five Years |
| 85 | 2nd year |
| 86 | 3rd year |
| 87 | 4th year |
| 88 | 5th year |
| 89 | O&M of STP And FSTP including all material, manpower, electricity charges, fuel charges, chemical and T&P etc all complete including E&M works for 1.00MLD STP And 29.00 Co-Treatment. |
| 90 | 1st year |
| 91 | 2nd year |
| 92 | 3rd year |
| 93 | 4th year |
| 94 | 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender