Sewer laying works under deposit work programme at Kanpur Nagar

Providing and erecting 2.00 meter high temporary barricading at site as per drawing /direction of Engineer-in-charge which includes writing and painting ,arrangement for traffic diversion such as traffic signals during construction at site for day and night ,glow lamps, reflective signs ,marking, flags, caution tape as direction by the Engineer-in-charge.The barricading provided shall be retained in position at site continously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion .Rate include its maintenance for damages, painting, all incidentals, labour material, equipment and works required to execute the job.The barricading shall not be removed without prior approval of Engineer-in-charge.

Dismantling/taking out existing cc interlocking paver blocks from footpath/central verge,including removal of rubbish etc. disposal of unservicable material to the dumping ground ,for which payment shall be made seperately and stacking of serviceable material with in 50 metres lead as per direction of Engineer -in-charge (i) CC Road

(ii) BT Road

(iii) Interlocking Road

Excavation for depth below G.L for laying sewer,manhole,gully pits,chamber,sump etc in ordinary soil (earth,sand,loam and clay) including cutting of joints pits,trimming,dressing,leveling,refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches i) 0.00 to 1.5 m. BGL

ii) 1.5 to 3.0 m. BGL

iii) 3.0 to 4.5 m. BGL

iv) 4.5 to 6.0 m. BGL

TIMBERING WORK providing and fixing open timbering in trenches upto 3m depth consisting of 40mm thick approved country wood plank for poling board 125x75mm indian sal wood waler and 100mm diameter sal wood ballies for shuttering at 1.50m c/c including removal after laying of sewer(measurement to be taken of the face area timbered). i)0.0 to 3.0 m B.G.L

ii) 3.0 to 4.50 m. BGL

iii) 4.50 to 6.00 m. BGL

Supply and carting of 300/450 mm dia RCC NP-3 Pipe including all taxes, labour required, transportation, loading, unloading, stacking and fittings etc (including cost of laying,jointing,testing and commissioning). i)300 mm dia RCC NP-3

ii)450 mm dia RCC NP-3

iii) 600 mm dia RCC NP-3

Plain cement concrete work for beding below G.L. as spcified depth with cement, coarse sand and 20 mm gauge approved stone ballase (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-chage.)

Carting and laying of300 /450 mm dia RCC NP-3 Pipe including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per direction of Engineer -in-chage.) i) 300 mm dia -1.50 to 3.0 m BGL

ii) 450 mm dia--1.50 to 3.00 m BGL

-3.00 to 4.50 m BGL

-4.50 to 6.00 m BGL

iii) 600 mm dia -1.50 to 3.0 m BGL

-3.0 to 4.50 m BGL

Construction of brick circular Manhole in first class brick of following sizes in cement mortar 1:4 CC. top slab with 1:1.5:3 PCC 1:3:6,inside and outside plastering 12mm thick with cement mortar 1:3 finished coat of neat cement and making channels in cement concrete with 1:1.5:3 , finished with floating coat of neat cement complete with including plastic Encapsulated M.S foot rest staggered at 0.375 m. interval, including excavation, rainforcement and formwork,SFRC Heavy duty frame and cover as per standard design and drawing. i) 1500 m.m.dia. X4950mm depths

Addition or substraction due to variation in shaft for following sizes of manholes. Shaft for1500 m.m. dia X 4950 m.m.

De-watering work including supply of all materials, labour, T&P etc. complete. (As per direction of Engineer -in-chage.)

De-Silting of sewer line through jetting and sunction machines including cleaning,barricading and reconstruction of manhole for section isolation by plugging and flow stoppage,setting up the over-pumping arrangement, traffic management,jetting and dislodging of accumulated silt from the pipeline, removal of silt through sunction hose,disposal of removed silt upto a distence of 20 km, necessary temporary repairs of sewers to stop locational collapses, ingress of ground water in the desilted section of the pipe line including supply of all materials, labour, T&P etc complete as per direction of Engineer -in-chage.

Providing sewer house connection including supply of all material T&P ect complete (as per attached drawing)

MISCELLANEOUS WORK ii)Interconnection work of existing sewer to the proposed manhole

iii) Repairing of damage pipe lines

iv) Shifting of water supply lines

v) Elect. And telephone line