CLEANING OF SEWAGE LINE SEPTIC TANK MANHOLES AND OTHER MISC REPAIR AT BHUJ UNDER AGE B/R-II OF GE(A) BHUJ AT MIL STN BHUJ

Amount

Taking out liquid sludge including floating sludge contents from septic tank of any description and in any position and cleaning septic tank up to bottom including walls at any depth from ground level by pumping through sewage disposal pump / honey sucker pump ( as directed by the Engr-in-charge and as on required basis) and removing the liquid sludge outside of the MD land or nearer manhole of civil sewage line in such a manner that there shall be no nuisance and no unhygienic environment complete all as specified and directed. Note: Pump , honey sucker pump and sludge removal van / vehicles shall be arranged by contractor at his own cost and nothing extra shall be governed by the Deptt.

Dewatering complete filter bed of 200 to 300 user capacity of any description and in any position, by pumping through sewage disposal pump/ honey sucker pump (as directed by Engr-in-charge and as on required basis) upto bottom / bed outlet of dewatering at least 10m away (as and when enquired) completed all as specified and directed by Engineer-in-charge.

Taking out sedimented sludge left out after taking out and removing liquid sludge/effluent , from septic tank of any description, in any position and of any depth, removing the sludge depositions as directed, cleaning septic tank up to bottom, including walls and removing and disposal of the sedimented/solid sludge at any depth to a distance of n.exc 250 mtr distance and burying in ground complete all as specified and directed by Engr-in-Charge. Note: Pump , honey sucker pump and sludge removal van / vehicles shall be arranged by contractor at his own cost and nothing extra shall be governed by the Depth.

Cleaning of existing chocked/ blocked sewage lines of 150mm bore, of any description and in any position by taking out loose sediment sand, girt, ash, sludge water, rags, fibre or vegetation from the sewage line to any depth from GL including removal of sludge/debris outside of MD L and in such a manner that there shall be no nuisance and no unhygienic environment at the place of disposal complete all as specified and directed

Cleaning of existing chocked/ blocked sewage lines of 200mm bore, of any description and in any position by taking out loose sediment sand, girt, ash, sludge water, rags, fibre or vegetation from the sewage line to any depth from GL including removal of sludge/debris outside of MD L and in such a manner that there shall be no nuisance and no unhygienic environment at the place of disposal complete all as specified and directed

Cleaning of existing chocked/ blocked sewage lines of 300mm bore, of any description and in any position by taking out loose sediment sand, girt, ash, sludge water, rags, fibre or vegetation from the sewage line to any depth from GL including removal of sludge/debris outside of MD L and in such a manner that there shall be no nuisance and no unhygienic environment at the place of disposal complete all as specified and directed

Opening and cleaning of blockage of kitchen/bath traps or WC any pattern and in any position by rodding, manually or mechanically upto 1st manholes as directed by Engr-in-charge and as on required basis) complete all as specified and directed.

Cleaning of blocked manhole of any description and in any position depth n exc 1.5 m deep mechanically or manually by taking off sludge waste /night soil and silted soil from the existing manhole of any size collecting and removal of sludge in sealed container out of the cantonment area in such a manner that there shall be no nuisance and no unhygienic environment at the places of disposal area complete all as specified and directed.

Cleaning of blocked manhole of any description and in any position depth exc 1.5 m but n exc 3m deep mechanically or manually by taking off sludge waste /night soil and silted soil from the existing manhole of any size collecting and removal of sludge in sealed container out of the cantonment area in such a manner that there shall be no nuisance and no unhygienic environment at the places of disposal area complete all as specified and directed.

Excavation in trenches n.exc. 1.5m wide and n.exc 1.5 m in depth for foundation for laying /taking down sewage / water supply lines , forming bottom surfaces to required slope & gradient and n.exc 10sqm on plan and n 'exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed

Excavation in trenches n.exc. 1.5m wide and exc 1.5 m & n exc 3m in depth for foundation for laying /taking down sewage / water supply lines , forming bottom surfaces to required slope & gradient and n.exc 10 sqm on plan and getting out in any type of soil complete all as specified and directed

Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),150 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),200 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),300 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed.

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

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

M&L for concrete bed to drain pipes in cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) including packing under, and haunching against the side of the pipes after they are laid tested for pipes of 300mm dia complete all as specified and directed

S&F jointing and testing for reinforced concrete drain pipes, 150mm bore, class NP-2, laid and jointed with collar in CM (1:1) complete all as directed by Engr-in-Charge

S&F jointing and testing for reinforced concrete drain pipes, 200mm bore, class NP-2, laid and jointed with collar in CM (1:1) complete all as directed by Engr-in-Charge

S&F jointing and testing for reinforced concrete drain pipes, 300mm bore, class NP-2, laid and jointed with collar in CM (1:1) complete all as directed by Engr-in-Charge

Demolition of pre-cast concrete block masonry built in cement mortar of any description in any position complete all as directed by Engr-in-Charge.

M&L for precast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete Type B-1, 1:5:10 (20mm graded aggregate and 12.50 mm in the ratio as directed and specified.

All as per item No.22 here-in-above but except blocks or slabs

M&L for rendering 15mm thick in cement mortar (1:4) on concrete/ fair surfaces of block masonry, finished even and smooth without using extra cement with and including mixing water proofing compound as per manufacturers instructions complete all as specified and as directed. Note: Water proofing compound shall be measured and paid for separately under appropriate item of Sch "A' as supply only on requirement basis

M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in coping exposed surfaces finished even and smooth using extra cement including necessary form work complete all as specified and directed.

Demolition of RCC manholes covers of any description and in any position complete all as directed by Engr-in-Charge

M&L pre-cast cement concrete 1:2:4 type B1 (using 20 mm graded aggregate) for manholes covers including placing in position and set in cement mortar (1:4) complete all as specified and directed.

M&L for mild steel TMT 10mm dia and over as in reinforcement cut to length bent to shape required including cranking etc and binding with MS wire (annealed) not less than 0.9mm dia complete all as directed.

Returning ,filling in including spreading levelling watering and well ramming in layers not exc 25cm thick in soil in any depth complete all as specified and directed.

Removing excavated soil/ materials to a distance not exc 50 mtr and depositing where directed at a level not exceeding 1.50 m above the starting point complete all as directed.

Demolition of concrete (unreinforced) of any description and in any position not specifically provided for complete all as directed.

M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation of manholes, mass concrete etc. complete all as directed.

M & L 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-1) smooth finished, and reforming benching as required for 150 mm dia of pipe complete all as specified and directed.

M & L 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-1) smooth finished, and reforming benching as required for 200 mm dia of pipe complete all as specified and directed.

Supply only water proofing compound all as specified and directed. Note :- The retreived materials have been mentioned in the Sch of credit in the tender documents in pdf form. The amount of Sch of credit will be deducted offline from the amount of BOQ at the time of acceptance.

M/s J K Enterprises

Khodiyar Construction

SARASWATI CONSTRUCTION