Construction of STP SPS and Sewer Line of Nagar Palika Parishad Narendranagar including all Civil and E and M Works and their appurtenant works

Amount

I & D Work:- Excavation of earth upto 1.5 mt. depth below G.L. for laying of Sewer, Man-Holes, Gully Pits, Chambers, Sumps etc. in ordinary soil (earth, sand, loam and clay) including extra excavation below inverts trimming & dressing of sides, leveling and back filling of trenches by excavated earth ,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 and cleaning of site properly after completion of the work

Excavation in soil mixed with moorum, shingle, Kankar and medium Rock

Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval 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.

Depth upto 3.0 m BGL

Depth 3.0m to 6.0 m BGL

Depth 6.0m to 9.0 m BGL

Provide & fixing of Open Timbering (covering1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval 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 (Depth upto 3 m below G.L)

Supply, Carting to the site of work of D.I. K-7 S&S pipe tyton joint lowering them into trenches and laying true to alignment and gradient including testing of pipe line but excluiding cost of trenchs for sewer works.

D.I. K-7 S&S pipe

150 mm dia

200 mm dia

300 mm dia

350 mm dia

Supply of all materials and Constructing Reinforced cement concrete Circular Manhole in M30 Cement concrete of various dia and depth as per drawing. The work includes excavation, dewatering, planking, shuttering 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 channel 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 (water lightness)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 cover).

900mm internal diameter at bottom,0.90-1.65m depths

1200 mm internal diameter at bottom ,1.65-2.30m depths

1500 mm internal diameter at bottom ,2.30m-4.95 m depths

1500 mm internal diameter at bottom 4.95 – 9.00 m depths

Deduction in the depth of Reinforced cement concrete manhole to regulate payments for variation of actual depth of manholes in following sizes.

900mm dia ,0.90-1.65m depths

1200 mm dia ,1.65-2.30m depths

1500 mm dia,2.30m-4.95 mm depths

1500 mm dia 4.95 – 9.00 m depths

Constructing Brick Masonry Manhole of various dia and depth as per IS :4111 par1( latest amendment) in FPS brick class designation M-100 in Cement Mortar 1:5 (1 cement : 5 coarse sand) including inside and outside 15mm thick plastering in cement mortar 1:3(1 cement : 3 coarse sand) finished with a floating coat of neat cement inside only. 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 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 40mm nominal size), preparation of channel 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 (water tightness) 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 cover).

900mm internal diameter at bottom,0.90-1.65m depths

1200 mm internal diameter at bottom ,1.65-2.30m depths

Deduction in the depth of the manhole to regulate payments for variation of actual depth of manholes in following sizes.

900mm dia ,0.90-1.65m depths

1200 mm dia ,1.65-2.30m depths

Constructing Brick Masonry house sewer connecting chamber of Following sizes and depth as per drawing in FPS brick class designation M-100 in.,Cement Mortar 1:5 (1 cement : 5 coarse sand) including inside and outside 15mm thick plastering in cement mortar 1:3 (1 cement : 3 coarse sand)finished with a floating with a neat cement inside only. 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 1:4:8 (1 cement : 4 coarse sand : 8 stone aggregate 40mm nominal size), preparation of channel 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 water tightness of manhole, curing etc. complete as per specification and drawing and as per entire satisfaction old Engineer-in-Charge (the depth of manhole will be measured from the invert of the pipe to top of the manhole cover).

0.60 x 0.60 x 1.50 m depth

Deduction in the depth of the house sewer connecting chamber to regulate payments for variation of actual depth of manholes in following sizes.

0.60 x 0.60 x 1.50 m depth

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 beyond municipal limit as directed by Engineer in charge

Cutting Bituminous Portion

Water bound macadam

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directtion of Engineer-in-Charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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 Depth from 0.0 upto 1.5 m

Providing and spreading granular sub-base /base/surface course with local materials such as RBM(River Bed Material) in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with smooth wheel roller

Disposal of excavated surplus earth and dismantled unserviceable materials from the site of trenches or chamber within a distance 8 km by trolley.

Gravel/Soil-Aggregate Base

Gravel/Soil-Aggregate Base (Table 400.2) Grading B Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

Cement concrete road restoration works

1:3:6 (1 Cement : 3 coarse sand : 6 graded stoneaggregate (20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate (20 mm nominal size)

Shifting of domestic water supply house connection coming in the alignment of sewer line/manhole 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.

15 to 20mm G.I, Pipe

25 to 32mm G.I. Pipe

Upto 63mm PVC Pipe

75mm to 110mm PVC Pipe

140mm to 160mm PVC Pipe

Provision for crossing sewers through existing drains coming across the alignment of sewer including making it good after laying the pipe.

Dewatering from foundation of abutments and wing walls(with pimp capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

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.

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 for repair work Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : for repair work

RCC 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For repaire of house ramp etc.

Qty of steel as above

Supply of all material labour T&P etc. and construct the boundary wall as per type design

Supply of all material labour, T&P etc and fixing of M.S iron gate as per type design..

Supply of all material labour T&P etc. and construct of R.C.C.Columns

Cartage of excavated earth from site to suitable place as per direction of engineer in charge by head load (the work being in narrow lanes) and carrying back for filling of trenches after laying and jointing the pipes up.to max distance 60 m one side

Disposal of surplus earth from the site of work upto a distance of 8.0 km. As directed by Engineer incharge including loading unloading and carting etc. all complete.

Construction and laying, jointing and fixing of domestic house sewer Connection in 110 mm dia PVC pipe including excavation of earth,filling,cutting of pipe, fixing Joints including supply of all materials, labour T&P etc. removal of surplus earth or other dismantled material up to a distance of 50 meters from the centre of trenches and cleaning of site properly after completion of the work.

STP Work

Supply of all material, Designing, Construction, Erection, Testing & Commissioning of 2.0 MLD Capacity High Tech Sewage Treatment Plant (STP) based on suitable technology including survey, design, construction of all appurtenant structures and allied works Near Army Area, Narendra Nagar including Septage facility and online monitering at inlet and outlet (BOD, COD, Total Nitrogen, TSS, Amonical Nitrogen, Total Phosphurs, Flow Meter etc) including data transmission to the specified location/portal as per requirement of department system etc. on DBOT basis.

SPS Work

Supply of all material including Civil & E/M Work Construction, erecting & Commission of high tech Sewer Pumping Station with site devlopment with SCADA Automation, DG set for backup power supply with One year O&M at Narendra Nagar.

S.P.S.-I at Near Dagar (0.21 MLD)

S.P.S.-2 at Near Bakhreyana (0.11 MLD)

Rising Main

Excavation of earth upto 1.5 mt. depth below G.L. for laying of Sewer, Man-Holes, Gully Pits, Chambers, Sumps etc. in ordinary soil (earth, sand, loam and clay) including extra excavation below inverts trimming & dressing of sides, levelling and back filling of trenches by excavated earth, 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 and cleaning of site properly after complition of the work.

Excavation in soil mixed with moorum, shingle, Kankar and medium Rock ( 0.00 - 1.50m B.G.L)

Providing of all materials DI Pipe S&S K-9 Lowering into trenches with true to alignment, Laying into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS: 8329/2000 as following size:-

Near Dagar SPS-1 100mm dia Ductile Iron Class K-9 pipes

Near Bakhreyana, SPS-2 100mm dia Ductile Iron Class K-9 pipes

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcment - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand 4 graded stone (aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including staraightening, cutting bending, placing in position and binding all complete upto plinth level:- Thermo-Mechanically Treated bars of grade Fe-500D or more

OPERATION AND MAINTENANCE

15 Years Operation & Maintenance of 02.00 MLD STP

Annual O & M Prices of STP except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of Design Build etc. work for STP

For 2nd year

For 3rd year

For 4th year

For 5th year

For 6th year

For 7th year

For 8th year

For 9th year

For 10th year

For 11th year

For 12th year

For 13th year

For 14th year

For 15th year

EMS LIMITED