Tender For Survey, Design And Construction Of Works Cosisting Of Contruction Of Infiltration Well, Dry Intake Well ,Water Treatment Plant (Wtp) Pump Houses & Staff Qurters, Clear Water Sumps / Cwr , Supplying, Carting, Laying & Jointing Of Rising Mai
Tender Overview
Project Description
Tender for Survey, Design And Construction Of Works Cosisting Of Contruction Of Infiltration Well, Dry Intake Well ,Water Treatment Plant (Wtp) Pump Houses & Staff Qurters, Clear Water Sumps / Cwr , Supplying, Carting, Laying & Jointing Of Rising Main (By Welding), Supply/Feeder Main /Distribution System From Different Sumps/ Top Reservoirs To Survice Reservoirs And Service Reservoir To Branches, With All G.I. Specials Including Confirmatory Survey& All Other Appurtenant Work And All Civil & E&M Works As Per Boq With Specifications Etc Complete Under Bageshwar Town (Pumping) Water Supply Scheme Under World Bank Funded Uewsp Of District Bageshwar Uttarakhand . Commissioning (With Dlp) And Operation & Maintenance Up To 84 Months After Completion All Works & Handing Over To Maintenance Agency .( Rate Will Be Quoted Without Gst)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | Date Corrigendum For Bageshwar Town (Pumping) Water Supply Scheme | Date | 30-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | PART - A ( CIVIL WORKS ) Surveying, design & drawing(Hydraulic & structural) and construction of RCC(Mix design) Infiltration Well cum pump house as per latest BIS codes of external dia meter 14 Mtr and 12.42 mtr height of well steining with minimum thickness 0.40 m,and 1.5 Mtr wide approach Bridge of length approx. 20 m .capable of delivering discharge not less than 1475 LPM. not additional payment for trial bore for taking out adiquate water from Infiltration well and total disolved solid not more than 500 mg/l including supply of all matarial, labour, T&P scaffolding , shuttering, mechinary etc required for completion of work complete as per conceptual drawing -1- Highest Flood Level of Saryu river is 4 mtr above the minimum water level.2- Plinth level of pump house is 2.0 mtr above the HFL3 - Depth of infiltration well will be atleast 7.5 mtr below the ground levelWork consist of as follows Hydraulic and structural design of infiltration well cum pump house and preparation of drawing. Diversioin of stream by any means to get working conditions at site. Execavation in any type of soil mix with shingle , boulder , etc or in any type of rock up to required depth as per design. Timbering of any type required for excavation upto desired depth. Dewatering of water required upto any extent to keep excavated pit dry for construction works. Lean concrete of grade 1:3:6 with 40 mm gauge stone ballast and local sand below raft foundation of well. RCC in raft foundation including reinforcement , shuttering etc as per design. RCC in well steining including reinforcement and shuttering as per design. RCC in Deckslab of well including 1.00 m wide balcony all arround including reinforcement, shuttering as per design, Spiral RCC / MS stair case of 75 cm width with suitable landing and GI pipe railing complete from deckslab to floor inside infiltration well deckslab will also have provision of opening for lowering of pumps and railing to the opening. RCC in 1.5 mtr wide approach Bridge(at plinth level of pump house ,approximate length is 20 mtr, however it may vary at actual site condition for which no price adjustment will be applicable) to infiltration well including reinforcement and shuttering as per design. Construction of 5.25 mtr internal dia pump house of brick work with conical / slanting RCC roof with clear minimum height of 4.5 mtr on edge as per design including mild steel door frame with wooden shutter /MS \\"Z\\" section glazed and mosquito proof window/ vantilators with gaurd bar in required numbers for proper access and vantilation, plastering inside & outside ,external plaster may have some ornamental finish for aesthetic look, inside distempering, out side acrylic painting (apex or equivalant ), synthetic enamal painting on steel / wooden surface , waterproofing treatment and decorative tile work on roof, PCC flooring with 2mm PVC laminate flooring sheet etc complete. supply and filling of filter media of required grading in 1.5 mtr width all around the periphery of well steining below ground level including PVC membrane as seperator between different grade of filter media. Suppy and fix 80mm dia HDPE 6 kg/Sqcm pressure rating as weepholes in required number as per design. GI pipe railing supported on MS angle for approach path and balcony of pump house. Stone pitching of required thickness over filter media along periphery of infiltration well. All electrification works required for pump house building except special wiring required for pumping plants which will be carried out seperately. Supply and fixing of mild steel girder of required size in pump house for lowering / lifting of pump including moveable chain & polley system. |
| 2 | Design and drawing , testing soil bearing capacity & Construction of RCC dry Intake Well cum pump house requir discharge 3000 LPM per latest BIS codes of Internal dia meter 8.0 Mtr and 13.5 mtr height of well steining with RCC M 30 Grade and 1.5 mtr wide 20 Mt length approach Bridge to intake as per requirement at site including reinforcement and shuttering as per design including supply of all matarial,labour, T&P scaffolding , shuttering, mechinary etc required for completion of work complete as per conceptual drawing. Outside circumference of Intake Well to be covered with chicken wire mesh alongwith 2.5 cm concrete to avoid water seepage through wall steining shuttering joints. Hydraulic and structural design of Intake well cum pump house and preparation of drawing Diversioin of stream by any means to get working conditions at site.Execavation in any type of soil mix with shingle , boulder , etc or in any type of rock up to required depth as per design Timbering of any type required for excavation upto desired depth Dewatering of water required upto any extent to keep excavated pit dry for construction works.Lean concrete of grade 1:3:6 with 40 mm gauge stone ballast and local sand below raft foundation of well RCC in raft foundation including reinforcement , shuttering etc as per design RCC in well steining including reinforcement and shuttering as per design.RCC in Deckslab of well including 1.00 m wide balcony all arround including reinforcement, shuttering as per design, deck slab will also have provision of opening for lowering of pumps and railing to the opening Spiral RCC / MS stair case of 90 cm width with suitable landing and GI pipe railing complete from deckslab to floor inside Intake well RCC in 1.5 mtr wide approach Bridge(at plinth level of pump house ,approximate length is 20 mtr, however it may vary at actual site condition for which no price adjustment will be applicable) to Intake Well including reinforcement and shuttering as per design Construction of 8.0 mtr Internal dia pump house of brick work with conical / slanting RCC roof with clear minimum height of 4.5 mtr on edge as per design including mild steel door frame with steel /MS \\"Z\\" section glazed and mosquito proof window/ vantilators with gaurd bar in required numbers for proper access and vantilation, plastering inside & outside ,external plaster may have some ornamental finish for aesthetic look, inside distempering, out side acrylic painting (apex or equivalant ), synthetic enamal painting on steel / wooden surface , waterproofing treatment and decorative tile work on roof, PCC flooring with 2mm PVC laminate flooring sheet etc complete.2 Nos almirah in pump house size 1200x2100x450 mm with wooden shutters. All electrification works required for pump house building except special wiring required for pumping plants which will be carried out seperately Supply and fixing of mild steel girder of required size in pump house for lowering / lifting of pump. Please Enable Macros to View BoQ information |
| 3 | Design and drawing , testing soil bearing capacity & Construction of RCC dry Intake Well cum pump house requir discharge 3000 LPM per latest BIS codes of Internal dia meter 8.0 Mtr and 13.5 mtr height of well steining with RCC M 30 Grade and 1.5 mtr wide 20 Mt length approach Bridge to intake as per requirement at site including reinforcement and shuttering as per design including supply of all matarial,labour, T&P scaffolding , shuttering, mechinary etc required for completion of work complete as per conceptual drawing. Outside circumference of Intake Well to be covered with chicken wire mesh alongwith 2.5 cm concrete to avoid water seepage through wall steining shuttering joints. Hydraulic and structural design of Intake well cum pump house and preparation of drawing Diversioin of stream by any means to get working conditions at site.Execavation in any type of soil mix with shingle , boulder , etc or in any type of rock up to required depth as per design Timbering of any type required for excavation upto desired depth Dewatering of water required upto any extent to keep excavated pit dry for construction works.Lean concrete of grade 1:3:6 with 40 mm gauge stone ballast and local sand below raft foundation of well RCC in raft foundation including reinforcement , shuttering etc as per design RCC in well steining including reinforcement and shuttering as per design.RCC in Deckslab of well including 1.00 m wide balcony all arround including reinforcement, shuttering as per design, deck slab will also have provision of opening for lowering of pumps and railing to the opening Spiral RCC / MS stair case of 90 cm width with suitable landing and GI pipe railing complete from deckslab to floor inside Intake well RCC in 1.5 mtr wide approach Bridge(at plinth level of pump house ,approximate length is 20 mtr, however it may vary at actual site condition for which no price adjustment will be applicable) to Intake Well including reinforcement and shuttering as per design Construction of 8.0 mtr Internal dia pump house of brick work with conical / slanting RCC roof with clear minimum height of 4.5 mtr on edge as per design including mild steel door frame with steel /MS \\"Z\\" section glazed and mosquito proof window/ vantilators with gaurd bar in required numbers for proper access and vantilation, plastering inside & outside ,external plaster may have some ornamental finish for aesthetic look, inside distempering, out side acrylic painting (apex or equivalant ), synthetic enamal painting on steel / wooden surface , waterproofing treatment and decorative tile work on roof, PCC flooring with 2mm PVC laminate flooring sheet etc complete.2 Nos almirah in pump house size 1200x2100x450 mm with wooden shutters. All electrification works required for pump house building except special wiring required for pumping plants which will be carried out seperately Supply and fixing of mild steel girder of required size in pump house for lowering / lifting of pump. Please Enable Macros to View BoQ information |
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