REPAIR REPLACEMENT OF SEWAGE LINES, CLEANING OF MANHOLES, SEWAGE LINE AND SEPTIC TANK IN CERTAIN OTM MD ACCN OF AGE BR II AREA UNDER GE SAUGOR

Amount

S&F 110 mm bore PVC(SWR) pipes single soketed in any length with adhesive jointed fixed to wall with mild steel clamps of suitable size including taking down old unservicable SWR pipe of 110mm bore inlcuding fittings complete all as per specified and directed.

All as per Srl item No 1 above but laid in trenches or in floors complete all as per specified and directed.

S&F 90 mm bore PVC(SWR) pipes single soketed in any length with adhesive jointed fixed to wall with mild steel clamps of suitable size including taking down old unservicable SWR pipe of 90mm bore inlcuding fittings complete all as per specified and directed.

All as per Srl item No 3 here -in-before but laid intrenches or in floors complete all as per specified and directed.

S&F PVC (SWR) bends 110 mm dia complete all as specified and directed.

S&F PVC (SWR) bends 90 mm dia complete all as specified and directed.

S&F PVC (SWR) junction single ( single T ) equal or unequal 110mm dia complete all as specified and directed.

S&F 75 mm dia PVC ( SWR) floor trap with grating including jointing with solvant etc. complete all as specified and directed.

S&F PVC (SWR) vent cowl 110mm dia complete all as specified and directed.

M&L for cleaning of septic tank / soak well of any capacity by mechanicaly means including vaccume sunction taking of suitable capacity fitted with vaccume sunction pump of capacity not less then 15 cum/hr and deposited at trenching ground complete all as specified and directed.

M&L for cleaning of sewage line, SWG/CI pipe or RCC pipe vertically/horizontally of dia n.exc 200 mm by rodding well flushing by using sufficient water and making it to clear for easy flow of sewage from WC, gully trap, Nahani trap upto the first manhole including desludging of first manhole and make it the proper functional to entire satisfaction of Engineer-in-Charge and removing the sludge, silt etc to a distance n.exc 500m and burying it in pits and covered with earth complete all as specified and directed.

All as per Srl item No. 11 here -in-before but length of sewage line cleaned manhole to manhole complete by rodding and well flushing with sufficient water, length of sewage line upto 10 M including desludging of both sides existing manholes complete to entire satisfaction of department complete all as specified and directed.

All as per item No 11 here -in-before but length of sewage line cleaned exc 10 M but n.exc 25 M from manhole to manhole including desludging of both sides existing manholes complete to entire satisfaction of Engineer-in-Charge complete all as specified and directed.

M&L for dewatering from soak well of any dia and depth completely by pumping out and remove in to nearby nala/drains complete all as specified and directed.

M&L for cleaning of man holes of any size and depth by anty means and getting out sludge and removing to a distance upto 100 mtr and burried into pits covered with 10cm thick soil complete all as per specification and directed.

M&L for brickwork with subclass 'B' old size bricks, straright or curved on plan exc 6m mean radius built in cement mortar 1:6 of crushing strength not less then 75 Kg/Sqcm including demolition of brick work or rubbled stone masonry built in cement mortar or cement lime mortar including all qoins arches , pillars etc built in cement mortar complete all as specified and directed.

M&L for precast reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregate as in cover slab of manhole set in cement mortar 1:4 including demolition of existing broken cover slabs including demolition of RCC of roof,beams, landing, chajja, Cover slab and similar suspended work omplete all as specified and directed.

M&L for mild steel round bars 10mm dia & over,cut to length, bent to shape required, including cranking, bending as in manhole covers handle complete all as specified and directed.

M&L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregates) as in foundations, filling and mass concrete including demolition of cement concrete of any description and in any position not other wise specified complete all as specified and directed.

M&L for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in benching,floors and the like including weathering, slightly rounded or chamfered angles and throating including form work complete all as specified and directed.

M&L for PCC 1:2:4, type B0 (using 12.5 mm gradedstone aggregates) as in coping and the like including weathering, slightly rounded or chamfered angles and throating including form work complete all as specified and directed.

M&L for rendering 15mm thick cement plaster in cement mortar 1:4 on brick work / concrete surfaces finishing the surfaces even and smooth with out using extra cement etc. complete all as per specified and directed.

S&F in repairs vitreous China urinal bowl, flat back of size 465mm x 355mm x 265mm (minimum) white with grating and union for discharge pipe , waste pipe (excluding flushing cistern,flush pipe ) complete all as per specified and directed.

S&F in repairs vitteous Chinaware EWC padestal type closet with white seat & cover with flat bottom with hinging device complete all as per specified and directed.

S&F in repairs vitreous China squatting pan 'Orrisa pattern' size 580mm x 440mm white with integral foot rests any pattern including provn of cement concrete bedding and making connection with & including P or S Trap, etc complete all as specified and directed.

Dismantling of floor, hearth or wall tiles / terrazo including cement mortar bedding (but not backing),removal servicable tiles to store and rubbish off the premises, complete all as specified and directed.

M&L for coloured anti skid ceremic tiles 7 to 8 mm thick area of each tiles exc. 0.11 sqm and n. exc. 0.18 sqm (400 x 400 mm joint free (rectified) ) as in floor set & jointed in neat cement slurry and pointed in white /coloured cement to match the colour of tiles laid over and including 15 mm thick screed bed in CM 1:6 complete all as per specified and directed.

M&L for glazed ceramic tiles of size 600mm x 300mm x 7mm thick,(joint free (rectified)) coloured, on vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed in white/ coloured cement to match over and including 15 mm thick rendering in CM 1:4 complete all as specified and directed

Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and not exc 1.5 m in depth and getting out. complete all as specified and directed.

Removing excavated soil not exceeding 50 m distance and depositing where directed at a level n exc 1.5 metre above the starting point complete all as specified and directed.

Returning ,filling in including spreading ,levelling watering and well ramming with soil in layers n exc 25 cm thick complete all as specified and directed.

S&F HDPE double wall corrugated sewage pipe of 100 mm internal bore, SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instructions including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 100 mm bore pipe complete all as specified and directed. Make:Gemini-Tirupati Plastimatics Pvt Ltd, Jaipur (Raj)/ Keshav Kripa Polyplast (LLP), Kishangarh (Raj)/ Supreme Ultra Plus, Mumbai

S&F HDPE double wall corrugated sewage pipe of 150 mm internal bore, SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instructions including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 150 mm bore pipe complete all as specified and directed. Make:Gemini-Tirupati Plastimatics Pvt Ltd, Jaipur (Raj)/ Keshav Kripa Polyplast (LLP), Kishangarh (Raj)/ Supreme Ultra Plus, Mumbai

S&F HDPE double wall corrugated sewage pipe of 200 mm internal bore, SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instructions including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 200 mm bore pipe complete all as specified and directed. Make:Gemini-Tirupati Plastimatics Pvt Ltd, Jaipur (Raj)/ Keshav Kripa Polyplast (LLP), Kishangarh (Raj)/ Supreme Ultra Plus, Mumbai

M&L for RCC pipes 150mm bore, Class NP2 laid, jointed and tested complete with collars including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 150 mm bore pipe complete all as specified and directed.

M&L for RCC pipes 200mm bore, Class NP2 laid, jointed and tested complete with collars including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 200mm bore pipe complete all as specified and directed.

Supply and laying of salt glazed stone ware pipes 150mm bore grade 'A' laid in trenches and jointed in CM (1:1) incl testing including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 150mm bore pipe complete all as specified and directed.

Supply and laying of salt glazed stone ware pipes 200mm bore grade 'A' laid in trenches and jointed in CM (1:1) incl testing including demolition and breaking up drain pipes (salt glazed ware)/ RCC pipe etc set in cement mortar of 200mm bore pipe complete all as specified and directed.

M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40mm graged stone aggregtaes) for 100mm mm dia pipe work in foul position complete all as specified & directed.

M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40mm graged stone aggregtaes) for 150mm mm dia pipe work in foul position complete all as specified & directed.

M & L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40mm graged stone aggregtaes) for 200mm mm dia pipe work in foul position complete all as specified & directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required(Internal dia of pipe 150mm) complete all as specified & directed.

M/s Mohan Singh