REPAIR TO STEEL SHUTTER, IRON DOOR, PARKING SHED, ATTENDING SEWAGE BLOCKAGE COMPLAINT AND REPAIR/REPLACEMENT/ CLEANING OF SEWAGE LINES AND DESLUDGING OF SEPTIC TANKS OF CERTAIN PLACES OF NO 1 DOMESTIC AREA AT AFS PATHANKOT

Amount

Rectifying complaints of bathroom / kitchen / WHB / urinals / WCs of any pattern by cleaning the blockage upto frist manhole and make it fully functional by flushing with sufficient water including disposal of sludge etc away from residential area and burring in borrow pits (Earth work if any and making good to distrubed surface shall be deemed to be included in unit rate) complete all as specified and directed by Engineer-in-charge. Notes:-(a)Unit rate quoted shall include taking out sludge away from residential area and burring in borrow pits. (b) The payment shall be done by complaint wise. (c) The period of rectifying each complaints is maximum 48 hrs and in case of failure to rectify the complaint in the stipulated period the necessary recovery at the rate of Rs 200 / per day per complaint shall be deducted from next due to contractor without any notice. (d) The contractor shall provide cleaning personal along with tools,bucket ,etc to rectify the complaints. (e) Comllaint slip shall be produced at the tiime of claiming the payment. (f) Minimum one person shall be present on all working days between 0900 hrs to 1700 hrs to attend the above complaints and reporting the progress to AGE B/R-I sub division.

Rectifying complaints by cleaning /cleared and maint of sewage lines of upto 150mm bore including cleaning of manhole etc by using cleaning rod or other mechinical mean and make it fully functional by flushing with sufficient water including disposal of sludge etc away from residential area and burning in borrow pits including taking off manhle cover carefully and refixing the same after job completed (Earth work if any and making good to distrubed surface shall be deemed to be included in unit rate) complete all as specified and directed by Engineer-in-charge.

Rectifying complaints by cleaning /cleared and maint of sewage lines of bore greater than than 150mm and upto 300 mm bore and depth including cleaning of manhole etc by using cleaning rod or other mechinical mean and make it fully functional by flushing with sufficient water including disposal of sludge etc away from residential area and burning in borrow pits including taking off manhle cover carefully and refixing the same after job completed (Earth work if any and making good to distrubed surface shall be deemed to be included in unit rate) complete all as specified and directed by Engineer-in-charge.

Opening of cover of any description and de-sluding of Septic tanks/Soakage well/manholes/ pits of any size and depth by mechanical pumping (Truck moulded) by plugging inlet as requried, remove it from MD premises at his own arrangment and burried it in pit as per direction of Civil Administration, making it fully functional to the entire satisfaction of Engr -In- Charge including carrying the effluent and re-instating the manholes cover to its original postion complete all as specified and directed by Engineer-in-charge.(The quoted rate includes for keeping the particular septic tank undertaken once for de-sludging functional for full contract period) Notes:-(a)Unit rate quoted by tenderer shall include taking out sludge from Septic tanks in liquid or semi liquid out side defence area and burning in borrow pits as per direction of Civil Administration.

Sucking out sewage water through sewage tanker from the man hole/septic tank/ soakage well in different location and disposal (5000 ltr capacity) by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lifting of dense waste/ sludge like mud slurry, small stones, debries, grit etc from sewer lines, through vacuum mode and capable of jettig sewer lines of dia 150mm to 450mm including skilled driver and operator for supervising of cleaning of sewage line and also required sludge/silt/mud/debries etc of out of MD land complete all as specified and directed by Engineer-in-charge. Note:- Pumping and Loring rates are include in this item and same shall not be operated along with items 3 to 6 hereinbefore. It is duty of contractor to inform concerned JE whenever they bring suction machine.

Supply and fixing HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152mm & 180mm internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/5 degree etc single Y junction, complete to the depth as required fixed as per manufacturer instruction laid in trenches for sewage lines and sand filling as required complete all as specified and directed by Engineer-in-charge. Note: Rates included for pipe, bends any size and type, Y Jn coupler/ adaptor etc required and net total length of pipe with fittings shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) Making surface under sewage pipe to required gradient for smooth flow of sewage (b) Clearing of grass, bushes and extra dumped soil if required on the route of sewage line, manhole approx 3 meter wide are deemed to include in the quoted rates by the contractor and no extra payment shall be made on this account.

Supply & Laying 300mm bore reinforced cement concrete (RCC) pipes, class NP-2 with one collar per length of pipe, including connecting to existing manholes by cutting out and making the surface good to pipe and rendering complete all as specified and directed by Engineer-in-Charge.

Supply & Laying 150mm bore reinforced cement concrete (RCC) pipes, class NP-2 with one collar per length of pipe, including connecting to existing manholes by cutting out and making the surface good to pipe and rendering complete all as specified and directed by Engineer-in-Charge.

Material and labour for Cutting into existing Manhole for removing existing Branch Drain Pipes, Making Good to Brick Wall and Rendering, cutting out Branch Channel and making good in Cement Concrete 1:2:4 (20mm Graded crushed Stone Aggregate) and reforming Benching for 150mm internal dia Drain Pipe in Foul Condition, complete all as specified and directed by Engineer-in-Charge .

Excavation in trenches, n exc 1.5 wide and n exc 1.5 m in depth in any type of soil including Demoliton/breaking of drain pipes with haunching etc (salt glazed stone ware,AC or reinforced concrete pipes) set in cement mortar and taking out off the trenches and removing the debris from the site all as spd for any dia pipe complete all as specified and directed by Engineer-in-charge.

All as per srl item No 10 here-in-above but for depth exc. 1.5m deep beyond the first 1.5m depth complete all as specified and directed by Engineer-in-charge.

Returning Filling in,including spreading, levelling, watering and well ramming in layers, not exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.

Removing excavated materials to a distance not exc. 50 mtr and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed by Engineer-in-charge.

Material and labour Concrete bed to drain pipes including haunching against the side of the pipe and forming cradles after they are laid and tested in cement concrete 1:4:8, type D2 for 150mm bore complete all as specified and directed by Engineer-in-charge.

Material and labour Concrete bed to drain pipes including haunching against the side of the pipe and forming cradles after they are laid and tested in cement concrete 1:4:8, type D2 for 300mm bore complete all as specified and directed by Engineer-in-charge.

Taking down cement plaster on brick walls of inner surface of existing manhole of any descrition etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars,drains etc, but excluding ashlars facings, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-charge.

Material and labour Brick work with old size subclass 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

All as per srl item No 18 here-in-above but but except bricks. complete all as specified and directed by Engineer-in-charge.

Material and labour plain cement concrete type B1 1:2:4 (20mm graded crushed stone aggregate) as in benching,copings, bed to manholes etc, including necessary form work complete all as specified and directed by Engineer-in-charge.

Material and labour Rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Material and labour for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge .

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.

Material and labour for Providing precast cement concrete 1:2:4, type B1 (20 mm graded crushed stone aggregate) set in cement mortar 1:6, as in cover slabs for manholes ,drain, gulley traps of size as required etc with plain fair faces incl necessary formwork casted in angle iron frame(Angle iron frame measured and paid separetaly) complete all as specified and directed by Engineer-in-charge.

Material and labour for MS angle iron frame work for Manhole frame including necessary cutting , welding ,drilling ,bolting etc as required complete all as specified and directed by Engineer-in-charge.

Material and labour MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking,bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed)not less than 0.9mm dia all complete all as specified and directed by Engineer-in-charge.

Material and labour for taking down existing pipes of any description incl bends complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints, fixed to walls/ laid to floors complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair PVC (SWR) 75 mm pipes single socketed, in any length with rubber ring joints fixed to walls/laid to floors complete all as specified and directed by Engineer-in-charge.

Material and labour in repair stack clamps for 100/75mm bore pipe as in repairs out of 50mm by 5mm flat iron and 16mm dia round iron stays incl bolt and nuts and securing end of stays to wall or roofs complete all as specified and directed by Engineer-in-Charge .

Supply and fixing in repair PVC (SWR) 110 mm bore bends any radius complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair PVC (SWR) 75 mm bore bends any radius complete all as specified and directed by Engineer-in-charge.

Supply and fixing PVC (SWR) 'P' or 'S' trap 110m dia complete all as specified and directed by Engineer-in-charge.

Supply and fixing PVC (SWR) bend with oval access door bends 110mm dia complete all as specified and directed by Engineer-in-charge.

Supply and fixing PVC (SWR) floor traps of any dia with CP grating of suitable size complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair Vitreous china wash down water closet pan pedestal pattern, white (excluding supply of flushing cistern) including flush pipes, CP jet with flexible pipe including making connections to trap, and to flush pipe including plastic seatcover closed pattern with stainless steel or aluminised hinging device complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair PVC flushing cistern 10 ltr capacity including PVC connection inlet and and outlet connections,brackets, PVC pipe with bend 32 mm dia of suitable length including making necessary connections to water supply pipe line and jointing to WC complete all as specified and directed by Engineer-in-charge.

Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land complete all as specified and directed by Engineer-in-charge.

Material and labour for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc. 0.11 sqm and n. exc. 0.18 sqm in floors etc set and jointed (joint free) in neat cement slurry and pointed in coloured cement. over and including screed bed or bedding layers of mortars 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engineer-in-charge.

Material and labour for glazed ceramic coloured designer concept tiles matching with existing tile 350x250x7/450x350x7mm size as in walls set and jointed in neat cement slurry over 10mm thick rendering in cement mortar (1:4) and pointed in coloured cement to match for work on vertical surface such as skirting dado etc complete all as specified and directed by Engineer-in-charge.

Material and labour for dismantelling wrought iron or mild steel work of any dsecription not otherwise provided for complete all as specified and directed by Engineer-in-charge.

Supply and fixing rolled mild steel sections for steel work in tubular trusses/posts/purlins and the like including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed by Engineer-in-charge.

Supply and fixing mild steel rolled sections framed work as in doors or gates, framed drain cover, main and cross beams, rafters, purlins, posts of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing confirming to IS Fe 290 ( Gde E-165) complete all as specified and directed by Engineer-in-charge.

Material and labour for dismanteling of AC sheets ( corrugated, semi corrugated etc., ) as in coverings etc. complete all as specified and directed by Engineer-in-charge.

Supply and fixing Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall,fixed with self tapping screws/ complete all as specified and directed by Engineer-in-charge.

Supply and fixing Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof coverings/cladding to wall,fixed with self tapping screws complete all as specified and directed by Engineer-in-charge.

Supply and fixing 1mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repairs 1 mm thick Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type complete all as specified and directed by Engineer-in-charge.

All as per srl item No 47 here-in-above but gear operated type with bevelled gear box and crank handle. complete all as specified and directed by Engineer-in-charge.

Supply and fixing in repair Collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with hold fasts and brackets, complete all as specified and directed by Engineer-in-charge.

Taking down carefully existing steel gates any type for carrying out necessary repairs by replacing old unserviceable hinges, rollers, roller plates, gate piller etc , greasing, oiling for its smooth functioning complete and re-erecting the same in old position, area of gate not exceeding 15 sqm each (NOTE :- supply and fix parts of gate, painting, brick or concrete work will be measured and paid separately), complete all as specified and directed by Engineer-in-charge.

Taking down carefully existing rolling shutters any type for carrying out necessary repairs by replacing old unserviceable parts, greasing, oiling for its smooth functioning complete and re-erecting the same in old position, area of shutter not exceeding 15 sqm each (NOTE :- supply and fix parts of shutter, greasing, oiling and painting will be measured and paid separately), complete all as specified and directed by Engineer-in-charge.

All as per srl item 52 above but area exceeding 15 sqm but not exceeding 30 sqm each. complete all as specified and directed by Engineer-in-charge.

Taking down the inter locking laths from rolling shutter and supply and fix new laths of cold rolled steel strips 0.80mm thick having inter locking curls at both ends and a deep corrugation at the centre with the ridge depth not less than 12mm. complete all as specified and directed by Engineer-in-charge.

All as per srl item No 54 above but thickness of lath 1.10mm. complete all as specified and directed by Engineer-in-charge.

Taking down bottom lock plate any thickness and supply and fix new bottom plate 3.15mm thick reinforced with MS angle not less than 35 x 35 x 5mm size, bottom sliding bolt for locking arrangement two handles for pulling etc complete all as specified and directed by Engineer-in-charge.

Taking down the existing guide channel of rolling shutter from columns/walls as specified and supply and fix new guide channel made out of 1.60 mm thick MS sheet with minimum depth of channel 65mm. complete all as specified and directed by Engineer-in-charge

All as per srl item No 57 above but guide channel 75mm depth.

Taking down existing unserviceable hood cover and supply and fix new hood cover made out of mild steel sheets 1.00 mm thickness hexagonal /square in section properly stiffened with nuts and bolts angle iron /flat iron at top and bottom edges fixed to brackets or plates. complete all as specified and directed by Engineer-in-charge.

Taking down spring 45 threaded and supply and fix new spring 45 threaded complete all as specified and directed by Engineer-in-charge.

All as per srl item No 60 above but 55 threaded spring complete all as specified and directed by Engineer-in-charge.

Taking down gear type spring and supply and fix new gear type spring complete all as specified and directed by Engineer-in-charge.

Taking down existing gear box and supply and fix new gear box with machine cut gears with worn gear wheel of high grade cast iron or mild steel with worn of MS complete all as specified and directed by Engineer-in-charge.

Taking down the pully 8" dia for gear type shutter and S&F new 8" dia pully of iron all complete all as specified and directed by Engineer-in-charge.

Greasing oiling complete to the existing rolling shutter for smooth function and test the same to smooth function all as specified pull and push type rolling shutter. complete all as specified and directed by Engineer-in-charge.

All as per srl item No 65 above but gear type rolling shutter complete all as specified and directed by Engineer-in-charge.

Material and labour preparation of old steel surfaces exceeding 10cm width or girth and applying two coats of aluminium paint complete all as specified and directed by Engineer-in-charge.

Material and labour preparation of old steel surfaces exceeding 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-charge.

Material and labour for preparation of new or previously untreated steel surfaces of any description over 10 cm width and girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.

Material and labour preparation of newly steel surfaces exceeding 10cm width or girth and applying two coats of aluminium paint complete all as specified and directed by Engineer-in-charge.

KUMAR TRADING CO (BID ID -3085292)

Jay Ann Construction Company (BID ID -3086735)

Ashoka Engineers (BID ID -3086559)

jagdambe traders (BID ID -3085686)

Hans Raj Pooni (BID ID -3086387)