REPAIR MAINT INCLUDING REPLACMENT OF DAMAGED WATER SUPLY DISTRIBUTION OF GI PIPE ND CONECTED ITEM AT MH REPAIR MAINT OF LT DISTRIBUTION NETWORK INCL REPLCMENT OF US DAMAGED CONDUCTORS CABLE AND CONECTED WORK AT NAMKM ND KHOJATOLI AND REPAIR MAINT OF

Attending complaints of BLOCKAGE OF WATER PIPE LINES / NO WATER SUPPLY AT ANY kind of ACCOMODATION (MARRIED / OTM/ single / multi story building), IDENTIFY THE FAULTS including rectification by taking down of existing GI/ PPR tubing up to 80 mm bore, cutting/ threading and making joints and cleaning for any blockages, opening of float valve of service tanks, cleaning and fixing the same in its position, replacement of valve/ packing sheet of gate valve and including replacement of GI unions/ sockets/ nipples etc as required at site to RESTORE WATER SUPPLY complete all as specified and directed. Notes:- (i) The contractor will be allotted complaints at MES complaint cell on requirement basis on all working days including Sundays and holidays. (ii) Contractor is responsible for repair/ replacement of any damages to the existing structures, Under Ground HT/ LT/ OFC Cables etc during the course of execution. (iii) Spares/ GI fittings required to be replaced and shall be measured and paid separately under respective items.

Rectification of leakages in pumping / delivery lines(CI/ DI/ PPR/ MS) of size 80 mm to 200 mm at Military area / Military Roads / civil Roads / PWD Roads / Cantt board roads by taking necessary permission from respective authorities by excavating PCC/ RCC/ pavement/ soft & hard soil/ rock of any depth by using necessary T&P(Excavator/ hammer drill)as per the requirement, De-watering from the trenches by using pump sets, rectification of leakages, fixing of CI/ DI specials such as collars, bends/ tail pieces, any type of gasket , welding work etc as required to arrest the leakages completely and making joints, filling the trenches , site clearances and PCC at the top portion as required complete all as specified and as directed. Note:-(i)CI specials, lead Joints, D-Joints, Clamp joints, upto 10 kg deemed to be included in quoted. (ii) Excavation and PCC will be measured and paid separately under relevant items.(iii) rate of any kind of gasket and Lead joint, necessary barrication for safety of worker etc as required , deemed to be included in the quoted rate.(iv) rate of any kind of gasket and necessary barrication for safety of worker etc as required , deemed to be included in the quoted rate.(v) The contractor is responsible for obtaining the approval from Police Department for Traffic Diversion and related works if required in consultation with the MES department if required.(vi) Contractor is responsible for repair/ replacement of any damages to the existing structures, Under Ground HT/ LT/ OFC Cables etc during the course of execution.

Material and Labour Excavation in tranches in soft loose soil not exceeding 1.5mtr wide and not exceeding 1.5 mtr in depth for laying of pipes in tranches and getting out including levelling complted all as specified and directed.

Material and Labour Excavation in tranches in Hard / dense soil not exceeding 1.5mtr wide and not exceeding 1.5 mtr in depth for laying of pipes in tranches and getting out including levelling complted all as specified and directed.

Material and Labour Returning filling in including spearing levelling, waering and well ramming in layers not exceeding 25 cm thick each excavated soft/hard soil in trenches after the pipes havew been laid and tested competed all as specified and directed.

Material and Labour Removing surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engr-in-Charge

M&L for PCC 1:4:8 D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete ass as specified and directed.

M&L for precast cement concrete block masonary in 1:3:6 type C1 using 20 mm graded stone aggregate with solid block exc. 10 cm width and setting in CM 1:6 complete all as specified and directed.

M&L for PCC 1:3:6 type C1 using 20mm graded stone aggregate as in coping, filling and mass concrete complete as specified and directed.

M&L for 15mm thick rendering in CM 1:4 on external surfaces of brickwork/concrete surface, finished fair and even complete all as specified.