AGE(I)(U)B/R-TOKEN-09/2026-27

M & L for bailing out sludge cleaning /opening of all blockage under ground sewer line of any depth and size, Cleaning of spot blokage in man hole in any depth ,WC of blockage, blockage gully traps , blockage floor trap, blockage CI bend of any type by manual/mEchanical method. The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within the same day. Note:- (i) 01 (One) Sweeper with T & P /mechanical equipments shall be provided by contractor and Monitor/supervised by contractor for provide status of complaint and maintain the attendence report and record of complaint/work done. Sweeper shall be provided for 08 hours per day, he should be clear any type of blockage for sewage system on day to day complaint basis by user and will report at 0900 hrs to the AGE(I) (U) (B/R) office for complaints and submit completion report by Contractor at 1700 hrs everyday. (The recovery on account of non complience of complaint within same working day hours Rs. 1000/- will be recoverd per day) (ii) The Mechanical excavation sewage cleaning machine motor driven compulsory will be brought on the site before commencement and upto completion of work for cleaning blockage, otherwise recovery on account of mechanical excavation sewage machine Rs.2000/- will be recovered per day from contractor.

Cleaning of manholes of depth not exc 1.50m deep by taking out all solid content from manhole manually or by mechanically and deposititing in layers out of Defence land or where directed complete all as specified and as directed by the Engineer-in-charge.

Cleaning of manholes of depth exc 1.50m but n. exc 3.0 m deep by taking out all solid content from manhole manually or by mechanically and deposititing in layers out of Defence land or where directed complete all as specified and as directed by the Engineer-in-charge.

Dismantling of cast iron/reinforced concrete drain pipes of 150mm bore, jointed in cement mortar and taking out of trenches, if required

Dismantling of cast iron/reinforced concrete drain pipes of 200mm bore, jointed in cement mortar and taking out of trenches, if required

Excavation in trenches not exc 1.5 m wide and not exceeding 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan and getting out any type of soil even in foul position as complete all as specified and directed by the Engineer-in-charge.

M&L for providing, lowering, laying, aligning, fixing 150mm inner dia in position and jointing at all level/depth full round HDPE, DWC (double wall corrugated) pipes of SN 8 grade as per IS 16098 (part 2) ammended up to date in trenches in complete incl all material labour section, hydraulic testing (including cost and conveyance of water to site for testing) complete all as specified and directed by the Engineer-in-charge.

M&L for providing, lowering, laying, aligning, fixing 200mm inner dia in position and jointing at all level/depth full round HDPE, DWC (double wall corrugated) pipes of SN 8 grade as per IS 16098 (part 2) ammended up to date in trenches in complete incl all material labour section, hydraulic testing (including cost and conveyance of water to site for testing) complete all as specified and directed by the Engineer-in-charge.

M&L for PCC 1:3:6 type C-2(using 20mm graded crushed stone aggregates) for bed of sewage lines of 150mm bore incl packing under haunching against the sides of pipe after they are laid and tested complete all as per specified in SSR part-I clause 18.68.2 and directed by Engineer-in-charge.

M&L for PCC 1:3:6 type C-2(using 20mm graded crushed stone aggregates) for bed of sewage lines of 200mm bore incl packing under haunching against the sides of pipe after they are laid and tested complete all as per specified in SSR part-I clause 18.68.2 and directed by Engineer-in-charge.