REPAIR/REPLACEMENT AND CLEANING OF SEWAGE LINES, MANHOLES ETC INCL SEPTIC TANKS, SOAK PITS FOR OTM ACCN OF AGE B/R-II UNDER GE (ARMY) NO.1 JODHPUR.

Amount

Cutting and grubbing of bushes / shrubs / babool branches etc surrounding manholes, gully trap,wall pipe and sewage line aligment etc and levelling of ground around the manholes,sewage line and finish the surface of wall and removing the waste material to a distance exc 50m and n exc 500m and clearing the site.complete all as specified and directed. Note:- (i) All T&P (like JCB etc) and equipment's required for clearance of site,safety equipment shall be arranged and made available by the contractor. (ii)All safety measures for workmen to do work shall be provided by the contractor. (iii) If any existing govt assets (Like electric cables,water pipe line,storm water drain boundary walls etc) are damages during the site clearance/excavation contractor should repair the same with time without any delay at his own cost. (iv) Contractor (bidder) shall note understand that the rate quated by him & in r/o of site clearance items shall be deemed included in quated rate and no extra on this account is admissible.

Checking and attending complaints to cleaning and maintenance of sewage system including blocking/choke in WHB,bottle traps,kitchen sink/Nahani traps/floor traps, water closet, soil/went pipe running on external walls of bldgs including juction holes of any description and sewage line of any size upto first manhole in running/flowing order without blockage of any description in any situation manually and mechanically as required including all equipment viz bamboo,tools,sewage pump, sewage machine etc including replacement of defective items/materials and refixing covers to manhole/gully trap in position etc. after cleaning and removing the deposited sludge/solid/liquid material outside MD land complete all as spd and directed by Engr-in-Charge.

Cleaning/removal of sewage block in the existing line in any depth from WC to first manholes or gully trap to manholes including cleaning of WC and testing of pipe by pouring water 100mm SGSW/RCC/CI pipe for ground floor qtr complete all as specified and directed

Cleaning/removal of blockage in the existing line in any depth and bathroom to first manholes or kitchen to gully traps or gully trap to manholes including cleaning of bathroom and WHB trap and kitchen floor trap and testing of pipe by pouring water manhole 75mm SGSW/RCC/CI pipe for ground floor qtr complete all as directed

Cleaning/taking out sludge/mud/silt from manhole of any size and capacity mechanically including dewatering manholes when ever required including removing of sludge/muds/silt in a closed container vehicle to a distance outside MD land and buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and as directed. (a) Depth of manhole not exc 1.00 M.

All as per item No. 5.00 here-in-before, but depth of manhole exc 1.00 M and n exc 2.00 M

Cleaning/Removal of sewage block in the existing line incl cleaning of complete line laid at any depth and at any location between two consecutive manholes/gully trap for the following :- (a) Two consecutive manhole or gully trap to manhole incl testing the pipe by pouring water from manhole all as directed to the entire satisfaction of Engr-in-Charge for 150mm bore SGSW/RCC pipe (NP2).

All as per item No. 7.00 here-in-above, but 200mm bore SGSW/RCC Pipe (NP2)

Cleaning/taking out sludge/mud/silt from septic tanks of any size and capacity manually or mechanically including dewatering septic tank when ever required including removing of sludge/muds/silt in a closed container vehicle to a distance outside MD land and buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly complete all as specified and as directed. Note :-Sludge/mud/silt shall be measured before taking out from manholes/septic tank.

Excavation in trenches n.exc 1.5 mtr wide and n. exc 1.5 mtr depth for foundation, for shafts, wells,cesspits, manholes, Pier holes etc n. exc 10 sqm on plan and n. exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed.

All as per item No.10.00 here-in-above but depth exc 1.5 mtr and n.exc 3.0 mtr deep.

Returning , filling in soil (any type) incl spreading levelling, watering and well ramming in layers not exceeding 25 Cm thick, complete all as specified and as directed.

Removing surplus excavated material n.exc 50m where directed at a level not exceeding 1.5 Mtr above the starting point, complete all as specified and as directed.

M&L for Cement concrete 1:4:8 type D2 using 40 mm graded stone agg as in foundations, filling and mass concrete, including necessary formwork, and including demolition of existing cement concrete, complete all as specified and as directed.

M&L for cement concrete type B1 (1:2:4) using 20 mm graeded stone aggregate as in lintel upto 1.5 m clear span. Cill,steps; seismic and other similar bands ,plinth courses ,string courses, lacing courses ,parapets and railings upto 60 cm in height ,copings , kneelers,apex stones bed plates ,water troughs and the like including necessary form work weathering, slighting rounded or chamfered angles and throating,and including demolition of existing cement concrete, all as directed and specified.

Demolition of brick or stone / boulder masonry / PCC block walling built in cement mortar including all quoins arches pillars etc but excluding ashler facings, dressed stone work and pre-cast concrete articles and removal unserviceable materials, debris, rubbish to out side MD land complete all as specified and as directed.

M&L squared rubble walling, Jodhpur type, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed

All as per item No. 17.00 here-in-above, but except stone

Extra over stone walling for hammer dressing to face stone & dressing of face beds & joints as specified of squared rubble walling Jodhpur type brought upto courses with maximum depression of face from straight edge held against the dressed surface n exc 20mm and dressing face beds and joints, complete all as specified & directed

M & L pre-cast cement concrete block masonry using PCC, 1:3:6, type C-1 solid blocks, not exceeding 10 cm in width and setting in cement mortar 1:4, straight or curved on plan exceeding 6 m mean radius, complete all as specified and as directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and as directed. Note :- Excavation and earth work shall be measured and paid separately.

Dismantling of cast iron / reinforced / PVC (SWR) pipes of 75/110/100mm bore including fittings, jointed in cement mortar and taking out from walls / trenches complete all as specified and as directed.

Supply & laying 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall with MS clamp of suitable size complete all as specified and as directed .

Supply & laying 110 mm bore PVC (SWR) pipes double socketed in any length with rubber ring joints, laid in trenches of suitable size complete all as specified and as directed .

All as per item No. 23.00 here-in-before, but size of pipe 75 mm bore.

All as per item No. 24.00 here-in-before, but size of pipe 75 mm bore.

S&F in replacement of 110 mm bore (SWR) PVC bends any radius, complete all as specified and directed.

S&F in replacement of 75 mm bore (SWR) PVC bends any radius, complete all as specified and directed.

S&F in replacement of 110 mm bore PVC [SWR] Junction single [single "T"] equal or unequal with access door complete all as specified and as directed.

All as per item No. 29.00 here-in-before, but size of pipe 75 mm bore.

S&F in replacement of PVC SWR vent cowl 110mm, complete all as specified and directed.

S&F in replacement of PVC SWR vent cowl 75mm, complete all as specified and directed.

S&F in repair 110mm bore PVC [SWR] branch piece, single (single Y) equal or unequal complete all as specified and as directed.

All as per item No. 33.00 here-in-before, but size of pipe 75 mm bore.

S&F in replacement of 75 mm bore (SWR) PVC bends any radius with access door, complete all as specified and directed.

All as per item No. 35.00 here-in-before, but size of bore 110 mm bore.

S&F in repair 110mm bore PVC [SWR] couplers complete all as specified and as directed.

All as per item No. 37.00 here-in-before, but size of bore 75 mm bore.

S&F PVC (SWR) floor trap, plain with grating including jointing with solvent cement for 75 mm bore of pipes, complete all as specified and as directed.

S&F Salt-glazed stoneware gully traps, square or round mouthed, type 'P' of size 100 x 100 mm, complete all as specified and as directed.

Supply & laying jointing and testing 150mm bore reinforced cement concrete pipes class NP-2 laid and jointed in cement mortor 1:1 complete, with collars or socket/spigot type laid jointed and haunching at side in cement complete all as specified and directed.

All as per item No. 41.00 here-in-before, but size of 200 mm bore pipe

Supply & laying 150 mm bore PVC (SWR) pipes single socketed with complete accessary in any length with rubber ring joints, laid in trenches / floor or fixed to wall with MS clamp of suitable size complete all as specified and as directed .

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel [½ round or ¾ section] in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required for 150 mm bore pipe complete all as specified and as directed.

S&F Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays,including bolts and nuts and securing ends of stays to wall or roof for 110 mm bore pipe, complete all as specified and as directed.

Demolition of stone slab and tiles of any description or thinkness in manhole covers, floors,aprons etc,laid bedded and pointed in any mortar, complete all as directed.

S&F Jodhpur stone slabs, self faced 7.5cm to 10cm thick, 25 to 35cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 as in manhole cover, complete all as specified and as directed .

Supply and laying machine pressed / factory made chamfered edge cement concrete rubberised interlocking paver block, 60mm thick with 6 mm thick top layers of anti abrasive material of M-35 grade with any colour, design & pattern, & size/ shape, as approved by GE as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness made by table vibratory method using PU mould, laid in required colour & pattern over and including M&L 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.

M&L 75 mm thick PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate for sub base as in floor complete all as specified and as directed .

Supply and laying machine / factory made kerb stone of M-25 grade,at or near ground level, cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and directed.

M&L for chequered laquer coated cement concrete tiles 30cm X 30cm X 25 to 30mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry as in floors/ path etc over and including 20mm thick screed bed in CM 1:6 including dismantling old unserviceable tiles complete all as specified and as directed.

S&F in replacement rotational moulded polythene water storage tanks of 500 ltrs capacity, white three layered (ISI marked) (Cylinderically vertical with closed top) hoisted and fixed in postion all as specified in SSR Part-I including dismantling old tanks complete all as specified and as directed.

All as per item No. 52.00 here-in-above, but tank capacity 1000 Ltrs capacity

Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) and removal unserviceable materials, debris and rubbish to a distance out side MD land complete all as specified and as directed.

M&L for 25 mm thick plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in sub base of flooring, including finishing the surface even & rough to receive tiling etc., complete all as specified and directed.

M&L for glazed colour ceramic tiles (premium quality) of size 300X200X7 mm or 300X450X6-7 mm, as in vertical surface such as i.e. dado/skirting etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, over & including M&L 10mm thick backing coat in CM (1:4) complete all as specified and directed.

M&L for non skid ceramic coloured tiles (premium quality) of size 6 to 8 mm thick (square/rectangular) area of each tiles exceeding 0.06 Sqm but not exceeding 0.11Sqm, as in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including M&L 15mm thick screed bed or bedding layer in CM 1:6 complete all as specified and directed.

S&F as in replacement white vitreous china squatting pan "Orissa pattern" of size 580 mm X 440 mm with integral foot rests and PVC 'P' or 'S' trap, including M&L brackets, flush HDPE pipe of 32 mm dia and PVC connection 15mm size, 450 mm long with PTMT nuts & fixing arrangement of cistern, including provision of cement concrete bedding 1:5:10 type E2 complete all as specified and as directed.

S&F as in repairs Vitreous China wash down water closet pan (pedestal pattern), white complete including fixing / connecting to flushing cistern,including provision of cement concrete bedding 1:5:10 type E2 complete all as specified and as directed.

NOTE:- (i)- The contract sum shall be arrived at after duducting amount of schedule of "Credit" from the Total quoted amount. (ii) The contractor shall provide 6 Nos safaiwala per day to concern sub division at 8:30AM to 17:00 PM daily even on sunday and holidays to attend emergency complaints alongwith requisite T &P required for JOB. No extra payment shall be admissible for working on sunday/holiday. However, one day weekly off shall be given to each worker and suitable releiver arragement shall be made by the contractor. However, no extra payment shall be admissible on this account. (iii) Safaiwala provided under this items shall exclusively be deputed on the work for cleaning of blockage as discribed in this item. The person to be deployed for this items shall not be deputed for the work mentioned against ser item No. 1 to 9 (iv) All complaints given to workers shall be rectified/removed within 24hrs failing which a panel recovery for Rs 150/- per complaints for each 12 hrs shall be imposed on the contractor and recovery shall be effected from the contractor dues (v) Incase any particular safaiwala found absent, hence less deployed from the requisite number, a panel recovery for rupees 500/- per day ie one day shall be recovered from the contractor dues.

M/s Ajay kumar Garge (BID ID -3080545)

m/s Firoz khan (BID ID -3081756)

BEYLIM INFRA (BID ID -3083082)