Providing Sewage Scheme to Parwanoo Town in Tehsil Kasauli Distt Solan HP

Amount

Construction of STPs (Zone-I) Survey,Design, site development, construction ,supplying, Installation, hydraulic Testing & Commissioning of Sewage Treatment Plant of 1.00 MLD based on MBBR Technology consisting of; Primary, Secondary and Tertiary Treatment Units as per the design requirement of CPHEEO Manual, relevant IS codes etc. alongwith necessary piping work with required valves, gates, drains, path ways, tools and plants complete as turnkey job with all involved Civil, Electrical, Instrumentation and Mechanical works to achieve latest CPCB/ HPPCB / CPHEEO discharge standards PH= 6.5 -8.5, BOD < 10ppm, COD< 50 ppm, TSS < 10 ppm, Total-N<10 ppm, Total Phosphorous PO4-P <1 ppm & Faecal coliform < 230. The cost shall include provision for disposal of sludge, treated effluent disposal arrangements from STP to near by drain, construction of boundary wall, internal roads/path, lighing arragements, landscaping, MCC panel room, 4 No. CCTV cameras, transformer, DG Set & all other contingent; Electrical, Mechanical, Piping & Instrumentation works at Sewage Treatment Plant. All ancillary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account, including trial run for 12 months alongwith defect liability period as per satisfaction of Engineer-in-charge... (Refer Vol-II, of specification)

Operation and maintainance of the above STP including its network from each household connection chamber, sewerage network, intermediate pumping stations, wetwell, pumps, rising mains, manholes, flushing tanks, all STP components including civil, electrical, mechnical, instrumentation, DG sets including fuel, lighting arrangements, waste water testing laboratary, landscaping, gardening all ancillary works. The O&M shall include cost of minimum labour defind under operating procedure, cost of chemicals, minor repair of wornout/damaged parts of civil, electrical, mechnical and instrumentation equipments. The effluent standards laid down by the statutary bodies shall be strictly followed failing which penelities as specifed in general terms and consditions shall be levid. The sewerage scheme shall be run as per the terms and conditions laid down herein in the operating procedure and Sewerage manual Part-B of CPHEEO for a period of 5 years.

For Ist year

For 2nd year

For 3rd year

For 4th year

For 5th year

(Zone-II) Survey,Design, site development, construction ,supplying, Installation, hydraulic Testing & Commissioning of Sewage Treatment Plant of 1.00 MLD based on MBBR Technology consisting of; Primary, Secondary and Tertiary Treatment Units as per the design requirement of CPHEEO Manual, relevant IS codes etc. alongwith necessary piping work with required valves, gates, drains, path ways, tools and plants complete as turnkey job with all involved Civil, Electrical, Instrumentation and Mechanical works to achieve latest CPCB/ HPPCB / CPHEEO discharge standards PH= 6.5 -8.5, BOD < 10ppm, COD< 50 ppm, TSS < 10ppm, Total-N<10 ppm, Total Phosphorous PO4-P <1 ppm & Faecal coliform < 230. The cost shall include provision for disposal of sludge, treated effluent disposal arrangements from STP to near by drain, construction of boundary wall, internal roads/path, lighing arragements, landscaping, MCC panel room, 4 No. CCTV cameras, transformer, DG Set & all other contingent; Electrical, Mechanical, Piping & Instrumentation works at Sewage Treatment Plant. All ancillary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account, including trial run for 12 months alongwith defect liability period as per satisfaction of Engineer-in-charge... (Refer Vol-II, of specification)

Operation and maintainance of the above STP including its network from each household connection chamber, sewerage network, intermediate pumping stations, wetwell, pumps, rising mains, manholes, flushing tanks, all STP components including civil, electrical, mechnical, instrumentation, DG sets including fuel, lighting arrangements, waste water testing laboratary, landscaping, gardening all ancillary works. The O&M shall include cost of minimum labour defind under operating procedure, cost of chemicals, minor repair of wornout/damaged parts of civil, electrical, mechnical and instrumentation equipments. The effluent standards laid down by the statutary bodies shall be strictly followed failing which penelities as specifed in general terms and consditions shall be levid. The sewerage scheme shall be run as per the terms and conditions laid down herein in the operating procedure and Sewerage manual Part-B of CPHEEO for a period of 5 years.

For Ist year

For 2nd year

For 3rd year

For 4th year

For 5th year

Designing/Constructing and commisioning of 2 nos. Laboratory buildings 45 square meter each on both STPs including all allied civl works, electrical works, sanitory installations, site developments, cutting, excavation in all kind of soils, C/o PCC/RCC retaining walls, toilets,internal and external streets lighting, external landscaping, fire fighting arrangements, dewatering etc. complete as directed by Engineer-in charge. The rates quoted by the contractor shall be for the complete work. All ancillary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. (Refer Vol-II, of specification).

Zone-1 and Zone-II

Providing and installation of reputed make Laboratory equipments, glass ware , safety equipments and furnitures for testing of influent/effluent parameter as per BIS specification as defined in Vol-II of specification, chapter-VII to the entire satisfaction of the Engineer-in-charge

Provision for drilling of Tubewells Power Pump for water supply to STP for sanitary purposes laboratory, flushing operation of various units, watering, lawns and fire fighting including piping system & SOP complete in all respects as per satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Designing, constructing, commissiong of aesthaically dsigned (to be approved by the competent authority) RCC framed 4 Nos staff quarters of 440 sft (40.93 Sqm) area each. The work shall include all allied civil works, water supply and sanitory fittings, site developments, cutting/ excavation in all kind of soils, C/o PCC/RCC retaining walls, breast walls, toilets,internal and external streets lighting, external landscaping, fire fighting arrangements, dewatering etc. complete as directed by Engineer-in charge

Road to STPs and Supply of Power: Construction of water bound macadam approach road of 5/7 M wide upto Sewage Treatment Plant which include excavation in all kind of soils and site development, cutting, filling of earth work,c/o retainingwall and wing wall preparation and consolidating of sub grade with road roller, stone solling tightly hand packed rolling, water bound grading, applying tach coat, 25 mm thick open graded premix carpet using bituminous (Penetration grade/modified bitumen)Binder,sealing coat, cement concrete side drain to entire length as per HPPWD specifications, complete in all respects to the satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Zone-1 & Zone-II

Providing and erection, testing and commissiong of electric connection to both STPs of Independent lines and Transformer of required capacity which include all HT line, LT line, electrical poles, from the nearest line including all allied/ ancillary items as per relevant IS codes and norms established by the HPSEBL complete in all respects to the satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Intermediate Pumping Stations and Supply of Power: Designing, Constructing, testing and commissioning wetwell of 7359 litre capacity in M30 concrete at intermeadiate pumping station including Screening Chamber of suitable size, inlet box and pump chamber over the tank, complete in all respects to the satisfaction of Engineer-in-charge.(Refer Vol-II, of specification).

Designing, Constructing, testing and commissioning of 2 nos. pump chamber of 9.15x 6.10 M size each Intermediate Pumping Station including plastering both inside and outside of chamber with Cement Mortar 1:3 (1 Cement : 3 sand) as per HPPWD specifications.The work shall include all allied civil works, water supply and sanitory fittings, site developments, cutting/ excavation in all kind of soils, C/o PCC/RCC retaining walls, breast walls, toilets,internal and external streets lighting, external landscaping, fire fighting arrangements, dewatering etc. complete as directed by Engineer-in charge..(Refer Vol-II, of specification).

Supplying, Installation, testing and commissiong of submersible pump sets, approved makes of following capacity including Control Panel, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).Discharge-10 Cum /hour Head-25 Mtrs.

Providing and erection, testing and commissiong of electric connection to Intermediate Pumping Stations of Independent lines and Transformer of required capacity which include all HT line, LT line, electrical poles, from the nearest line including all allied/ ancillary items as per relevant IS codes and norms established by the HPSEBL complete in all respects to the satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Designing and Constructing of 230 mm thick 2nd class Brick Masonry in cement mortar 1:6 Boundary Wall including RCC M 20 pillars around the IPS, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Providing, Laying, Jointing and Testing in trenches ISI Marked centrifugally cast ( Spun ) ductile iron pressure pipe Rising main IPS to STP for water and sewage confirming to IS 8329-2000 and with up to date ammendments in lenth of 5 -6 meter class K-9 with flange as per design, Gasket, inside cement mortar lining, cutting of pipe, carriage as per the scope of the work given in volume-II, complete in all respects to the entire satisfaction of Engineer-in-charge

Designing and Construction of RCC Anchor blocks of size 1.0 x 1.0 x 0.5 or supporting the D.I. Pipes in cement Concrete in 1:2:4 ( 1 cement: 2 sand :4 stone aggregate of 20 mm nominal sze), complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Supplying and Installation including foundation of Silent Diesel Engine Set of suitable model 6 cylinders, 4 stroke cycle, Water cooled turbocharged Charged Aircooled , 1500 RPM under NTP conditions of BS:5514. The engine shall be provided with electrical starting `arrangement & shall give the electrical output of 10 KVA at 0.8 power factor, 415Volts at the alternator terminal complete as per direction of Engineer-in-charge..(Refer Vol-II, of specification).

Supplying & installation of CCTV Cameras on intermediate pumping stations, complete in all respects as per to the entire satisfaction of Engineer-in-charge.. (Refer Vol-II, of specification).

Sewer Network: Excavation in foundation, trenching in earth work, in all kinds of soils such as kankar, murram, conglomerate and decomposed or loose soil by pick, jumper work, blasting, in soft or hard rock or by chiseling and including removal of black top of mettled road in all leads and lifts and then stacking the excavated soil not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 cms layers, when required in to plinths, sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing off all surplus excavated earth in all leads and lifts, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Upto Depth 1.00 Mtr

Upto Depth 1.25 Mtr

Upto Depth 1.50 Mtr

Upto Depth 1.75 Mtr

Upto Depth 2.00 Mtr

Upto Depth 2.50Mtr

P/Laying in trenches centrifugal cast ductile iron (spun) pressure pipes conforming to IS 8329/2000 with up to date (ammendments) class K-7 lenth of 5-6 meter inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

150mm dia

200mm dia

P/Laying and fixing in trenches centrifugal Ductile iron fittings confirming to IS 9523:2000 Class-A, Series K-12 with in side cement mortar lines suitable for tyton (Push on) joints with sewers, such as socketed bends of all degrees, socketed tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete in all respects to the entire satisfaction of Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately)..(Refer Vol-II, of specification).

150mm dia Double socket DI Bends of degree 11.25

150mm dia Double socket DI Bends of degree 22.50

150mm dia Double socket DI Bends of degree 45

150mm dia Double socket DI Bends of degree 90

Mechanical joint collar : 150mm dia -D.I. Y-Tee

200mm dia Double socket DI Bends of degree 11.25

200mm dia Double socket DI Bends of degree 22.50

200mm dia Double socket DI Bends of degree 45

200mm dia Double socket DI Bends of degree 90

Mechanical joint collar : 200mm dia -DI Y-Tee

Providing and fixing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR Quality) confirming to IS 12820 /2004 , complete in all respects to the entire satisfaction of Engineer-in-charge ..(Refer Vol-II, of specification).

150mm dia

200mm dia

Providing and fixing cast iron Hatch boxes of spigot and socketed ends conforming to BS:78 (part-11 1965) or equivalent to IS Mark with lead caulked joint, where required including carriage up to the site of work, testing etc., complete in all respects to the entire satisfaction of Engineer-in-chargee (jointing to be measured and paid separately)..(Refer Vol-II, of specification).

150mm dia

200mm dia

Providing and installation of house connection upto household chamber complete including short length of DI pipe sewer , DI fitting, Tee, construction of inspection chamber, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Providing and Constructing of Construction of Brick Masonary in Cement mortar 1:4 with cement plaster 1:3 with neat cement slurry, covering with RCC M20 Slab, Flushing Tank (2.00 x 1.50)mtr with Syphon arrangement and all other items, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Providing and Constructing Manhole with R.C.C. Top Slab in 1:2:4 mix (I Cement, 2 sand, 4 Grades stone aggregate 20 mm nominal size with 20 cm thick foundation concrete 1:4:8 (1cement, 4 sand, 8 graded stone aggregate 40 mm nominal size) inside plastering 15mm thick with cement mortar 1:3 (1 Cement, 3 sand) finished with a floating coat of neat cement on 230mm thick burn brick masonry walls and making channels in cement concrete 1:2:4 (1 cement, 2 sand, 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing as per drawings. a) inside size 900 x 600mm & 1200 mm x 1500 mm including RCC 1:2:4 (1 cement, 2 sand, 4 Graded Stone aggregate 10mm nominal size ) removable manhole cover SFRC round heavy duty 20, of size 700mm dia 80 mm to be rested upon RCC slab complete, with 23 cm thick wall of brick masonry using common burnt clay bricks 1st Class in cement mortar 1:3 (1cement: 3 sand) a) With 230 mm thick walls of brick masonry using common burnt clay building bricks in 1st Class in cement mortar 1:3 (1cement : 3sand), complete in all respects to the entire satisfaction of Engineer-in-charge (excavation to be measured and paid for separately)..(Refer Vol-II, of specification).

On 150 mm & 200 mm, DI Pipe Sewer (Avg. Depth 1.00 mtr)

On 150 mm, 200 mm DI Pipe Sewer (Avg. Depth 1.25 mtr)

On 150 mm & 200 mm DI Pipe Sewer (Avg. Depth 1.50 mtr)

On 150 mm DI Pipe Sewer (Avg. Depth 1.75 mtr)

On 150 mm DI Pipe Sewer (Avg. Depth 2.00 mtr)

On 150 mm DI Pipe Sewer (Avg. Depth 2.50 mtr)

Providing and fixing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Extra over item No.(16) for every additional depth of 0.10 meter or part thereof of manhole at a uniform rate from 0.60 meter up to 1.50 meter depth with common clay burnt building bricks of wall thickness 230 m below 0.60 meter depth in c.m. 1:3 (1cement : 3 cement), complete in all respects to the entire satisfaction of Engineer-in-charge. (Excavation in earth work to be measured and paid for separately)..(Refer Vol-II, of specification).

(Zone-1) Providing, Laying, Jointing and Testing 150 mm D.I. Pipe class K-9 Conforming to IS 8329-2000 with upto date ammendments in Rising main from Node No. 948 to 1031 - 255 mtr alongwith all fittings, bends, tees etc including pump sets of required capacity with allied accessory to lift the sewage at Node No. 1031, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

(Zone-II) Providing, Laying, Jointing and Testing 150 mm diameter D.I. Pipe class K-9 Conforming to IS 8329-2000 with upto date ammendments in Rising main from Node No. 867to 870 - 70 mtr and 922 to 1288 - 20 mtr anogwith all fittings , bends, tees etc including pump sets of required capacity alongwith allied aceessory to lift sewage at Node No. 870 & 1288, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Restoration of mettled road /paths as per PWD Specifications RCC Slab, drains etc. to make it in original condition, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Shifting of poles, telephone cables and water supply lines coming under alignment during laying of sewer lines, complete in all respects to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Procuring and providing Top model 1 no Bolero Vehicle alongwith complete asseccory in all respect to the entire satisfaction of Engineer-in-charge..(Refer Vol-II, of specification).

Lahoty Buildcon Limited