REPAIR AND CLEANING OF SEWAGE LINES MANHOLES SEPTIC TANKS AND ALLIED WORKS IN TECH AND RESIDENTIAL AREA AT R AND DE E DIGHI PUNE 25

Amount

Removal of Trees/Plants complete incl roots any dia, any masonary at any hight. including applying root killer chemical as per manufacturer’s instructions and making good disturbed portion with PCC 1:2:4 Type B0 (using 12.5 mm graded stone aggregate)in cm 1:3 and finishing the surface to match with existing surface and removing of rubbish out side MoD land/area complete all as directed.

Cleaning of Sewage line of dia 150 mm bore pipe lines of any description in between two consecutive manholes to the entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole complete all as specified and directed.

All as per Srl item No 2.00 above but 200 mm bore pipe complete all as specified and directed.

All as per Srl item No 2.00 above but 300 mm bore pipe complete all as specified and directed.

Cleaning of septic tanks of the following capacity by dewatering all the water, taking out the sludge/ night soil. Flushing the septic tank with clean water in order to remove all stacked mud/sludge etc cleaning the choked inlets. Outlets of septic tank removing all the sludge to outside MD land including surface dressing of the septic tank around the distance not less than 3 mtr all specified and directed. Septic tank capacity upto 600 users. Note:- The night soil / sludge including water obtained by cleaning of the septic tank shall be taken out in closed container and disposed off outside MD land by excavating a pit of adequate size and depth not exc.1.5m complete all as specified and directed.

Cleaning of manhole of any description, any size and any depth including removing sludge and deposited outside MD land etc complete all as directed by Engineer-in- Charge.

Cleaning of Gully Traps of any description, any size and depth including removing sludge and deposited outside MD land etc complete all as directed by Engineer-in- Charge.

Removing of blockage from 'S' trap/'P' trap/ Nahani trap/floor trap by flushing or by sucking by suction pumps at GF/ Ist/ IInd/ IIIrd floor or any floor including cleaning the line upto 1st manhole complete all as directed by Engr-in-charge.complete all as specified and directed. NOTE: i) The unit rate quoted shall be demed to be included the elements of labour only for rectifying and making the fittings and fixture functional. If replacment of part/items is required to make the fitting functional,the cost for labour and material for the same will be measured and paid for as S&F in repairs under relevent items of this schedule here in after and in such cases this item will not be measured and paid for.ii) The contractor will deploy minimum one safaiwala from 0900 Hrs to 1700 Hrs iii) The Safaiwala shall be employed on all working days (incl sundays and holidays, if required). They will report to JE(Civil) concern at 0900 Hrs at AGE B/R Dighi Office.iv) The unit rate quoted by the contractor shall be inclusive of working & attending the complaints as diected by JE(civil) or Engr in Charge. v) The Safaiwala who is on duty must be provided with common mobile cell to faciliate and render good services to the users and the same shall be deemed to be included in the unit rate.vi) Complaints slip to be collected daily from complaints cell/AGE B/R Dighi. vii) Contractor shall provide all the necessary tools/Ladder and make necessary transportion arrangements etc required for attending complaints with proper tool bag. viii) If individual remains absent on site, contractor shall make an alternative arrangment. If contractor fails to make such arrangment, recovery shall be made at Rs 500 /- per day complete all as specified and directed.

Demolition of precast concrete block masonry or stone masonary built in cement mortar complete all as specified and directed.

M&L for PCC block masonry with soild blocks Type C1 1 :3:6 (using 20mm grade stone agg) exc 10 cm in width and setting in CM 1 :6 complete all as specified and directed.

Excavation in trenches n.exc 1.5m deep and n.exc 1.5m wide in manholes,Drains & Post hole etc. getting out in soft / loose soil complete all as specified and directed.

Demolition of cement concrete bed in haunching and breaking up RCC drain pipe 150 mm dia set in cement mortar complete all as specified and directed.

Demolition of cement concrete bed in haunching and breaking up RCC drain pipe 200 mm dia set in cement mortar complete all as specified and directed.

M&L for concrete bed in P.C.C. 1:4:8 type D2 (using 40mm graded stone aggregated) to 150 mm dia drain pipes including packing under and haunching against the sides of the pipes after laying & testing complete all as specified and directed.

M&L for concrete bed in P.C.C. 1:4:8 type D2 (using 40mm graded aggregated) to 200 mm dia drain pipes including packing under and haunching against the sides of the pipes after laying & testing complete all as specified and directed.

M&L for reinforced concrete NP2 drain pipes 150 mm dia confirming to IS laid in trenches and jointed in CM 1:2 all as specified & directed by EIC

M&L for reinforced concrete NP2 drain pipes 200 mm dia confirming to IS laid in trenches and jointed in CM 1:2 complete all as specified and directed.

Returning filling in soft/loose soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc complete all as specified and directed.

Removing excavated material (soil) to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M & L for cutting in to existing manhole for connectiing new drain 150 mm bore, making good to pipe & renderring cutting out existing benching for & forming branch channel in cement concrete ( 1:2:4) type B1 smooth finished & reforming benching as requierd complete all as specified and directed.

M&L for PCC Hardstanding/ mass concrete type B2 1:2:4 (using 40mm graded stone aggregate) including necessary form work and finishing the surface even and fair without using extra cement complete all as specified and directed.

Taking down cement plaster on brick or stone wall etc incl racking out joints hacking for key & scrubbing down with water etc.complete all as specified and directed.

M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete sufaces including finished even and smooth using extra cement complete all as specified and directed.

M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement incl, forms mould, mi-tred/stopped ends etc complete all as specified and directed.

S&F in repairs 50mm thick precast reinforced (steel fibres) cement concrete LD-2.5 , M-30, drain cover slabs square or rectangular in size supported on walls complete all as Per IS IS: 12592:2002 complete all as specified and directed. Note: Quoted rate shall deemed to be included the cost of Reinforcement (Steel fibres) used in the drain covers.

M&L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade A complete all as specified and directed.

Taking down for repairing and refixing in new or same position of chainlink fencing of any shape and size including fencing posts and horizontal supporting bars, fillets, bolt and nuts etc complete all as specified and directed Note: Replacement of any old materials by new one will be measured and paid in relevant items of this schedule complete all as specified and directed.

Removing old concrete debries, UNSV chequered tiles/ interlocking tiles etc outside the MD land complete all as specified and complete all as specified and directed.

Demolition of plain cement concrete (Un reinforced) in benching and surface channels, drains, coping, Plinth protection and Manholes above ground level complete all as specified and directed.

M&L for 75mm thick cement concrete type C2 1:3:6 (using 40mm graded stone aggregate) as in flooring/ plinth protection and finishing concrete surfaces even & smooth without using extra cement complete all as specified and directed.

M&L for PCC (1:4:8) type D-1 (using 40 mm graded stone aggregate) as in sub bases, 75 mm thick finished even & rough to receive finishing layer, etc complete all as specified and directed.

M&L PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub bases, 50 mm thick finished even & rough to receive finishing layer, etc. complete complete all as specified and directed.

M&L for PCC 1:4:8 Type D2 (using 40mm graded stone aggregateas) in foundation, filling in mass concrete for manholes, drains, Septic tank & Soakwell etc complete all as specified and directed.

M&L for plain Cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregate) as in benching and surface channel of Manholes complete all as specified and directed.

M&L for 50mm thick sand filling under floors complete all as specified and directed.

S&F in repairs for machine pressed, rubber moulded, precast concrete interlocking paver block any shape, colour , size and pattern as approved by GE conforming to IS 15658-2006 of 60 mm thick, M-35 Grade & glossy finish with white or coloured cement and pigment all in specified and directed.

M&L for Cement concrete tile glossy finish 25 cm x 25 cm x 22mm thick machine pressed set with and including 15mm thick screed bed CM(1:6), jointed and pointed in neat cement slurry in floor with white cement & pigments and cut and polished complete all as specified and directed.

Demolition and breaking up drain pipes (PVC / SGW / AC or CI Pipes) set in any cement mortar of (75mm / 110mm / 100mm / 150mm / 200mm / 250mm) dia of pipe complete all as specified and directed.

S&F in repairs 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.

S&F in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.

Mukund Engineers and Contractors (BID ID -3085667)

M/S K.D.MATE (BID ID -3090621)

greenstone construction (BID ID -3090931)