Tender For Construction Of 6.50 Mld Stp, Laying Of Sewer Line And Its Appurtenant Works Including 5 Year O&M Works Under Used Water Management Of Jaspur Nagar Palika
Tender Value
50.96 Crore
Estimated cost
Bid Submission
25 Nov 2026
29 days left
EMD
83 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
Udam Singh Nagar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 6.50 Mld Stp, Laying Of Sewer Line And Its Appurtenant Works Including 5 Year O&M Works Under Used Water Management Of Jaspur Nagar Palika
BOQ
| Sl. No. | Item Description |
| 1 | Sewage Treatment Plant 6.5 MLD (with Co-treatment Facility) |
| 2 | Supply, Installation, Testing, Instrumentation & Commissioning including all Civil & E&M works of STP (with Co-treatment Facility of 20 KL) on SBR technology. Treated parameter as per CPHEEO. Guidelines for BOD/COD/TSS/NTP and other heavy metals.Including all components for Co-Treatment Plant. Ramp, FS Inlet, Leachate sump, Sludge Drying Bed with Shed, Sludge Storage shed etc. |
| 3 | Protection Work |
| 4 | SPS-1 - 0.15 MLD (with IL at 5 m below GL & discharge head of 40 m) includes civil structure works /Automation (flow meter/pressure sensor /Level sensor/mono rail etc.)/ installation. (Total Pump Discharge for Mid Year - 0.4 MLD & 30 m Head). |
| 5 | Protection Work |
| 6 | Nala Tapping ArrangementConstruction 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. complete.At Outfall of Catchment of Kashipur Nala |
| 7 | Consutruction of Gully Pits at the outfall of small drains. |
| 8 | Protection Work |
| 9 | Sewer line WorkExcavation of earth for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil (earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches :- Excavation in soil mixed with morum,shingle,kankar requaring use of specials T&PSoil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (85% of relevant quantity) .0.00m to 1.50m B.G.L. |
| 10 | 1.50m to 3.00m B.G.L. |
| 11 | 3.00m to 4.50m B.G.L. |
| 12 | 4.50m to 6.00m B.G.L. |
| 13 | 6.00m to 7.50m B.G.L. |
| 14 | Excavation in in medium rock by chiselling including stacking usefull materials within 50m 0.00 to 1.50m below G.L.(15% of relevant quantity)0.00m to 1.50m B.G.L. |
| 15 | 1.50m to 3.00m B.G.L. |
| 16 | 3.00m to 4.50m B.G.L. |
| 17 | 4.50m to 6.00m B.G.L. |
| 18 | 6.00m to 7.50m B.G.L. |
| 19 | Provide & fix open timbering (covering1/3rd of surface area by planks), in trenches for the depth Below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100mm dia Sal ballies for strurts at 1.50m c/c including removal after laying of sewer both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. 0 to 1.5 mt.Depth upto 3.00m, below G.L. |
| 20 | Provide & fix close timbering in trenches for the depth Below ground level consisting of 40mm thick approved country wood planks for poling board 125mm × 75mm Indian Salwood walers and 100 mm dia Sal ballies for strurts at 1.50m percent including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. 3.00m to 6.00m, Below G.L. |
| 21 | 6.00m to 9.00m, Below G.L. |
| 22 | Providing and laying Non Pressure NP-3 class (Medium duty) jointed with stiff mixture of cement mortar in the proportion of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete150mm dia0.00m to 1.50m B.G.L. |
| 23 | 1.50m to 3.00m B.G.L. |
| 24 | 3.00m to 4.50m B.G.L. |
| 25 | 4.50m to 6.00m B.G.L. |
| 26 | 200mm dia4.50m to 6.00m B.G.L. |
| 27 | 250mm dia4.50m to 6.00m B.G.L. |
| 28 | 6.00m to 7.50m B.G.L. |
| 29 | 300mm dia4.50m to 6.00m B.G.L. |
| 30 | 6.00m to 7.50m B.G.L. |
| 31 | 350mm dia6.00m to 7.50m B.G.L. |
| 32 | 400mm dia 6.00m to 7.50m B.G.L. |
| 33 | 600mm4.50m to 6.00m B.G.L. |
| 34 | 6.00m to 7.50m B.G.L. |
| 35 | Provide all materials, labour, T&P etc. and construct brick masonry circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings.upto 1.65m B.G.L.900mm internal dia |
| 36 | upto 3.00m B.G.L.1200mm internal dia |
| 37 | upto 4.50m B.G.L.1500mm internal dia |
| 38 | Variation in depth of shaft to regulate the cost of manhole.upto 1.65m B.G.L. 900mm internal dia |
| 39 | 1200mm internal dia |
| 40 | upto 4.50m B.G.L. 1500mm internal dia |
| 41 | Provide all materials, labour, T&P etc. and construct of R.C.C circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings. (Detail measured attached)upto 1.65m B.G.L. 900mm internal dia |
| 42 | upto 3.00m B.G.L.1200mm internal dia |
| 43 | upto 9.00m B.G.L.1500mm internal dia |
| 44 | Variation in depth of shaft to regulate the cost of manhole. upto 1.65m B.G.L. (Detail measured attached)900mm internal dia |
| 45 | upto 3.00m B.G.L.1200mm internal dia |
| 46 | upto 9.00m B.G.L.1500mm internal dia |
| 47 | Provide all materials, labour, T&P etc. and construct brick masonry house connecting chambers as per Jal Nigam specifications and drawings. 0.90 x 0.60 x 1.50m internal size |
| 48 | Variation in depth of shaft to regulate the cost of house connecting chambers.0.00m to 1.50m B.G.L. |
| 49 | Interconnection the sewer line of house connecting chamber to sewer manhole :-Excavation of earth depth upto 1.5 mt. Below G.L. for laying of sewer manholes, Gully pits, Chambers, sumps etc. in ordinary soil(earth,sand loam and clay) including cutting of joints, pits, trimming, dressing, levelling refilling of trenches in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches :- Excavation in soil mixed with morum,shingle,kankar requaring use of specials T&P.0.00 to 1.50m B.G.L. |
| 50 | Providing and laying Non Pressure NP-3 class (Medium duty) jointed with stiff mixture of cement mortar in the proportion of1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 150mm dia0.00m to 1.50m B.G.L. |
| 51 | Carting and recarting of excavated earth in the narrow lanes, in which excavated earth is not possible to collect the earth above the trenches. |
| 52 | Disposal of surplus earth including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 53 | Carting of surplus earth out of municipal boundry area distance of 8.0 Km. |
| 54 | Shifting of water supply lines and other utility services falls in alignment of sewer line. It also includes the repair and reinstatement of damaged services. |
| 55 | Shifting of water supply lines and other utility services falls in alignment of sewer line. It also includes the repair and reinstatement of damaged services. |
| 56 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 57 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer- in-charge. (For RCC Slab in Drain) |
| 58 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). (For RCC Slab in Drain) |
| 59 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Thermo-Mechanically Treated bars. (For RCC Slab in Drain) |
| 60 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Bituminous road |
| 61 | Providing and laying in position cement concrete of 1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) and finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. Reinstatement of CC Road. |
| 62 | Reinstatement of PWD road (B.M./ S.D.B.C. surface) for 3.00 depth and single lane(3.75 m) |
| 63 | Reinstatement of PWD road (B.M./ S.D.B.C. surface) for more than 3.00 depth and single lane(3.75 m) |
| 64 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. completeReinstatement of drains, damaged at the time of laying of sewer lines.U Type Drain (45 cm X 30 cm) |
| 65 | K.C. Drain |
| 66 | For BeddingConstruction of granular sub-base by providing well graded material, spreading in uniform layers , mixing by mix in place method and compacting the material to achieve the desired density. - Using Gravel mix soil using 0.00m to 1.50m B.G.L. |
| 67 | 1.50m to 3.00m B.G.L. |
| 68 | 3.00m to 4.50m B.G.L. |
| 69 | 4.50m to 6.00m B.G.L. |
| 70 | For BeddingConstruction of Class Ab Plain Concrete Cradle for Bedding4.50m to 6.00m B.G.L. |
| 71 | 6.00m to 7.50m B.G.L. |
| 72 | For BeddingClass A(c) Reinforced Concrete Cradle with 0.4% reinforcement for Bedding6.00m to 7.50m B.G.L. |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. |
| 74 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete. |
| 75 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 76 | For RCC Slab in Drain Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 77 | For NH/ SH Crossing - 4 nosInstalation of Product Pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. (upto 80 meter installation length)Above 300 mm & upto 450 mm dia (In all type of Soil) |
| 78 | Supply & 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.D.I. Pipe S&S K-7 (CONFORMING TO IS : 8329/2000) - For Trenchless - 450 mm |
| 79 | Rising MainProviding of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, confirming to IS: 1978 - 1982, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.50 mm dia (4.8 mm thick) |
| 80 | Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 81 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. D.I. D/F sluice valves confirming to IS: 14846-2000: PN 1.650 mm |
| 82 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks |
| 83 | Provide all materials, labour, T&P etc. and construct brick masonry circular manhole i/c supply and fixing of foot steps & extra heavy duty manhole covers as per Jal Nigam specifications and drawings. (Detail measured attached)For Ridge Manhole upto 4.50m B.G.L.1500mm internal dia |
| 84 | Variation in depth of shaft to regulate the cost of manhole. (Detail measured attached)upto 4.50m B.G.L.1500mm internal dia |
| 85 | Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete of following sizes 0.4 m x 0.4 m x 0.5 m |
| 86 | Protection Work |
| 87 | Cost of House Hold Connection for Project Area |
| 88 | OPERATOR ROOM WITH TOILET & STORE SIZE- 3.0MX2.50M |
| 89 | BOUNDARY WALL WITH GATE (AS PER DRAWING) |
| 90 | 2.75 M WIDE APPROACH ROAD (AS PER DRAWING) |
| 91 | O&M Work including cost of fuel and electricity chargesO & M Cost For 1 st Yr. |
| 92 | O & M Cost For 2nd Yr. |
| 93 | O & M Cost For 3rd Yr. |
| 94 | O & M Cost For 4th Yr. |
| 95 | O & M Cost For 5th Yr. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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