Tender For Used Water Management Of Town Satpuli In Satpuli Nagar Panchayat Area Unde Sbm 2.0
Tender Value
Ref. Documents
Estimated cost
Bid Submission
16 Nov 2026
6 days left
EMD
33.82 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 Used Water Management Of Town Satpuli In Satpuli Nagar Panchayat Area Unde Sbm 2.0
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 31-Oct-2026 | 2093/V-12 /62 Date 30-10-2026 | BOQ | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Sewage Treatment Plant 1.00 MLD with Co-treatment Facility of 0.40 KLD. |
| 2 | Supply, Installation, Testing, Instrumentation & Commissioning including all Civil & E&M works of 1.00 MLD Sewage Treatment Plant with Co-treatment Facility of 0.40 KLD for fecal sludge treatement. (SBR Technology based) |
| 3 | Sewage Pumping Station - 1.0 MLD & 1.5 MLD capacity |
| 4 | Supply, Installation, Testing, Instrumentation & Commissioning including all Civil & E&M works of 1.0 MLD at Sewage Pumping Station. (SPS-1) |
| 5 | Supply, Installation, Testing, Instrumentation & Commissioning including all Civil & E&M works of 1.5 MLD at Sewage Pumping Station. (SPS-2) |
| 6 | Nala Tapping Arrangement |
| 7 | Construction of RCC Nala Tapping Arrangement (having size 6.4 x 2.5 m) across the drain 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 , Mechanical, Electrical & Instrumentation work etc. complete.1) At Outfall of Dhara Nallah2) At Outfall of Near Temple Nallah3) At Outfall of Near Abhishek Wedding Nallah |
| 8 | Consutruction of Gully Pits at the outfall of small drains. |
| 9 | Protection Work with Reinforced cement concrete (1:1.5:3) having 0.25 Mtr. Width & 4.5 Mtr. Height . Including Excavation, P.C.C work, Centering, Shuttering, Strutting, attatched pilasters, butteresses, plinth and string courses etc. |
| 10 | Branch Sewer line and its appurtenant works |
| 11 | Excavation 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,kankarrequaring use of specials T&P. |
| 12 | Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (85% of relevant quantity) |
| 13 | 0.00m to 1.50m B.G.L. |
| 14 | 1.50m to 3.00m B.G.L. |
| 15 | Excavation in medium rock by chiselling including stacking usefull materials within 50m 0.00 to 1.50m belowG.L.(15% of relevant quantity) |
| 16 | 0.00m to 1.50m B.G.L. |
| 17 | 1.50m to 3.00m B.G.L. |
| 18 | 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 theproperty of the contractor. 0 to 1.5 mt. |
| 19 | Depth upto 3.00m, below G.L. |
| 20 | 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) |
| 21 | 200 mm dia |
| 22 | 0.00m 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 | 300mm dia |
| 26 | 0.00m to 1.50m B.G.L. |
| 27 | 1.50m to 3.00m B.G.L. |
| 28 | 3.00m to 4.50m B.G.L. |
| 29 | 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. |
| 30 | upto 1.65m B.G.L. |
| 31 | 900mm internal dia |
| 32 | upto 3.00m B.G.L. |
| 33 | 1200mm internal dia |
| 34 | upto 4.50m B.G.L. |
| 35 | 1500mm internal dia |
| 36 | Variation in depth of shaft to regulate the cost of manhole. |
| 37 | upto 1.65m B.G.L. |
| 38 | 900mm internal dia for decreasing (-) |
| 39 | upto 3.00m B.G.L. |
| 40 | 1200mm internal dia for decresing (-) |
| 41 | upto 4.50m B.G.L. |
| 42 | 1500mm internal dia for decresing (-) |
| 43 | Provide all materials, labour, T&P etc. and construct brick masonry house connecting chambers as per Jal Nigam specifications and drawings. |
| 44 | 0.90 x 0.60 x 1.50m internal size |
| 45 | Variation in depth of shaft to regulate the cost of house connecting chambers. |
| 46 | 0.00m to 1.50m B.G.L. for decresing (-) |
| 47 | Carting and recarting of excavated earth in the narrow lanes, in which excavated earth is not possible to collect the earth above the trenches. (upto 5km @ Rs.17.10/qtl./km) |
| 48 | = 1.65 x 10 x 17.10 x 2 = Rs. 564.30 per cum |
| 49 | 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) |
| 50 | 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) |
| 51 | 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) |
| 52 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as perdirection of Engineer-in-charge. |
| 53 | Bituminous road |
| 54 | 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. complete |
| 55 | For pipes 100 to 250 mm diameter |
| 56 | Construction 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 |
| 57 | 0.00m to 1.50m B.G.L. |
| 58 | 1.50m to 3.00m B.G.L. Rate ( @ 3% extra for depth) |
| 59 | 3.00m to 4.50m B.G.L. Rate ( @ 7% extra for depth) |
| 60 | 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, etccomplete. |
| 61 | Supply of all materials, labour, T & P etc. and Constructionof Anchor Block as per type design complete of following sizes |
| 62 | 0.8 m x 0.8 m x 1.0 m |
| 63 | Instalation 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)Upto 300 mm dia (In all type of Soil) |
| 64 | For NH Crossing - 1 nos |
| 65 | 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 |
| 66 | Approach Road for SPS & STP 2.75 m wide. |
| 67 | Rising Main |
| 68 | P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenght includingsupply of packing confirming to IS: 5382-1985 with testing of pipe line complete. |
| 69 | 150 mm dia |
| 70 | Providing and laying D.I specials of class K-12 (@ 5% of pipe weight), Mechanical Jointing as per IS: 9523-2000. Upto 600 mm Dia. |
| 71 | 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. |
| 72 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply 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. C.I. D/F sluice valves confirming to IS: 14846-2000: PN 1.6 |
| 73 | 150 mm |
| 74 | 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 |
| 75 | Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete of following sizes. |
| 76 | 0.8 m x 0.8 m x 1 m |
| 77 | Construction of RCC Pillar |
| 78 | Operator room with toilet & store room, for SPS-1, SPS-2 & STP (Size- 3 m x 2.5m) |
| 79 | Cost of Specialized collection vehicles used for desludging the septic tanks and transporting the same for treatment. |
| 80 | Boundry Wall & Gate |
| 81 | Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site including barbed wire fencing. |
| 82 | Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site. |
| 83 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. |
| 84 | Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works. |
| 85 | Construction of RCC Retaining Wall for the protection |
| 86 | Desilting / Cleaning of Nala |
| 87 | 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 |
| 88 | Dhara Nala |
| 89 | Near Temple Nala |
| 90 | Near Abhishek Wedding Nala |
| 91 | Providing and Laying of Interlocking Concrete BlockPavementsof M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 92 | Operation & Maintenance for a period of the scheme for 5 years, including Repair & Maintenance , Staff, Chemicals, DG set. Staff For Co-Treatment STP include Plant in charge 1 Nos.,Chemist 1 Nos., Shift operator 3 Nos..,Fitter 1 Nos., Helper 1 Nos., Security Guard 2 Nos., . Staff for SPS- 1 & SPS-2 Include Pump operator Grade (I) 3 Nos., Pump Operator Grade (II) 1 Nos., Sweeper 1 Nos. |
| 93 | O & M cost for 1 st Yr. |
| 94 | O & M cost for 2 nd Yr. |
| 95 | O & M cost for 3 rd Yr. |
| 96 | O & M cost for 4 th Yr. |
| 97 | O & M cost for 5 th Yr. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 31, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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