CLEANING AND REPAIRS OF SEWAGE LINES SEPTIC TANK SOAKAGE WELL MANHOLE INCLUDING REPLACEMENT OF SEWAGE LINES ETC AT ZONE I AND II UNDER GE SATWARI

Amount

Cleaning/ clearing of sewage line (including manholes) 150 mm to 300 mm main line from 1st floor manhole onwards bore of any description, underground at any depth, removing any type of blockage including , Desludging, descaling & dechoking of drain as well as manholes with combined high pressure water jetting cum suction (vacuum) type machine mounted on LCV/HCV and having facilities of high pressure vacuum and provn of hydraulic through high pressure thermo plastic fiber based water jetting hose and conical round shape nozzle pipe and flushing after cleaning including removing the same in the tank to a place outside cantonment at the place meant for the local municipality, all as directed by Engr-in-Charge. Note:- 1. From Item No 1 to 3, the contractor shall keep the sewage line functional throughout the contract period. The unit rate quoted by the contractor shall deemed to be inclusive this aspect. 2. The contractor or his authorized representative shall attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint.

Description all as per Srl item No 1 here in before but cleaning done by manual labour of bore of pipe 150 to 300 mm from 1st manhole. Note:- The contractor or his authorized representative should also attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint.

Description all as per srl item No 1 here in before but cleaning done by manual labour of bore of pipe 75 mm to 150 mm from 1st manhole. Note:- The contractor or his authorized representative should also attend the daily basis complaints of AOR of AGE B/R and rectify the same with the completion on same day within 08 Hrs from the receipt of complaint.

Cleaning of blocked WC/Kitchen & Bath/floor trap/Gully traps op to 1st manhole with manual labour as well flushing with clean water making the WC seat operational, including depositing sludge in borrow pits including digging of pits. Covering with excavated earth at a suitable depth all as specified and directed by Engr-in - charge. Note:- 1. The contractor or his authorized representative shall attend the office on every working day to take complaints from AGE/JE (Maint) and will rectify the same with the completion on same day with in 08 official working Hrs from the receipt of complaint. If the contractor will not rectify the complaint in same day , the recovery of Rs 200.00 per complaint per day will be levied . 2. The contractor shall provide 02 Nos Safaiwala to AGE B/R-II from 0900 Hrs to 1700 Hrs even on sundays and holidays to attend emergency complaints. No extra payment shall be admitted for working on Sunday/Holidays.

Cleaning of septic tanks completely by emptying liquid contents including cleaning of inlets, outlets and getting out by using suction pumps and filling the foul material into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul meterial out side the cantonment area all as directed. Note:- Cubic content of filled up portion of septic tank i.e liquid only shall be measured.

Cleaning of septic tanks completely by emptying semi solid, solid foul contents including cleaning of inlets, outlets and getting out by using suction pumps and filling the foul meterial into the covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul meterial out side the cantonment area all as directed. Note:- Cubic content of filled up portion of septic tank i.e semi solid and solid contents only shall be measured.

Cleaning of manholes by manual labours completely by emptying semi solid, solid foul contents including cleaning of inlets, outlets. making the manholes clean for free flow of sewage water and removing and disposing the same at a place meant for disposal of foul material out side the cantonment area including taking out and refixing the manhole cover all as directed.

Supply and fixing in repair cast iron oval door access for 100 mm bore pipe fitting including necessary drilling, nut & bolt. provision of rubber washers to make the joint water complete all as specified and directed. Note :- Work to be carried out up to 4th storey bldg in any condition ofworking space/area.

Supply and fixing in repair cast iron oval door access for 75 mm bore pipe fitting including necessary drilling, nut & bolt. provision of rubber washers to make the joint water complete all as specified and directed. Note :- Work to be carried out up to 4th storey bldg in any condition of working space/area.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150/200 mm bore, set in cement mortar complete all as specified and as directed by Engineer-in-ccharge.

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes,cables, pipe line, pole etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified and as directed by Engineer-in-charge.

-Ditto- as item No. 11 but exc. 1.5 m but n.exc. 3.0 m

-Ditto- as item No. 11 but exc 3.0 m but n. exc. 4.5 m

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick. Complete all as specified and as directed by Engineer-in-charge.

Removing excavated materials/soils not exceeding. 50 m and depositing where directed at a level not exceeding 1.50 m complete all as specified and as directed by Engr-in-charge.

M&L 150 mm bore/Inner Dia. Double wall corrugated HDPE Pipes (SN8 ) with integral socket and necessary fittings , laid in trenches jointed complete all as specified

M&L 200 mm bore/Inner Dia. Double wall corrugated HDPE Pipes (SN8 ) with integral socket and necessary fittings , laid in trenches jointed complete all as specified

M&L for Plain cement concrete ( 1:3:6) type C-2 ( using 40 mm graded stone aggregate) as in bed to drain pipes 100mm bore including packing under and haunching against the sides of pipes after they are laid and tested. Complete all as specified and as directed by Engineer-in-charge

Demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

Demolition of brick work built in cement mortar including all quoin, arches pillars but excluding ashlar facing dressed stone work and precast concrete article complete all as specified and as directed by Engineer-in-charge

M&L for Brick work with subclass 'B' bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge

M&L for Brick work with subclass 'B' bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 but except bricks complete all as specified and as directed by Engineer-in-charge

M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified.

M&L PCC 1:4:8 Type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed

Cutting into existing manholes for connecting new drains, making good to pipe ( Internal dia 150 to 200mm ) rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished and reforming benching as required.

Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbling down with water etc. complete all as specified and as directed by Engineer-in-charge

M&L for Rendering 15mm thick on other than fair faces of brick or concrete surfaces in cement mortar 1:4, rendering is to be finished even and fair without extra cement including mixing of water proofing compound complete all as specified and as directed by Engineer-in-charge. Note :- (WPC shall be measured and paid separately)

M&L for Rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4, rendering is to be finished even and fair without extra cement including mixing of water proofing compound complete all as specified and as directed by Engineer-in-charge. Note :- (WPC shall be measured and paid separately)

Supply only Integral water proofing compound complete all as specified and as directed by Engineer-in-charge

M&L for Plain cement concrete (1:2:4) Type-B0( 12.50mm graded crushed stone aggregate) Nominal mix in lintels upto 1.5 m clear span, as in copings, cills, 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, kerbs not provided including necessary for work, complete all as specified and as directed by Engineer-in-charge

M&L for Plain Cement concrete (1:3:6) type C-1 using 20 mm graded crushed stone aggregate as in surface channels and drains including necessary formwork complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engineer-in-charge

Framed work as in man hole cover, doors or gates 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 complete.confirming to Fe-290 (Gde E165)

Taking down soil/waste/vent pipes of any description, size 50/75/100 mm bore incl all fittings, bends etc., all as specified and directed.

Supply and fixing UPVC (SWR) type B pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls including stack clamp of PVC as per manufacturer specification fixed to wall with nail at spacing of 1m center to center , complete all as specified and as directed by Engineer-in-charge.

Supply and fixing UPVC (SWR) type B pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to floor as per manufacturer specification complete all as specified and as directed by Engineer-in-charge.

Supply and fixing UPVC(SWR) type B pipes 75 mm bore single socketed, in any length with rubber ring joints fixed to walls including stack clamp of PVC as per manufacturer specification fixed to wall with nail at spacing of 1m center to center , complete all as specified and as directed by Engineer-in-charge.

Supply and fixing UPVC (SWR) type B pipes 75 mm bore single socketed, in any length with rubber ring joints fixed to floor as per manufacturer specification complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC (SWR) , bends for 75 mm bore , complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC (SWR) , bends with access door for 75 mm bore , complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC(SWR) , bends , for 110 mm bore complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC(SWR) , bends with access door, for 110 mm bore complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC(SWR), junction single, (single 'T') with access door equal or unequal for 110 mm bore , complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC(SWR), junction single, (single 'T') with access door equal or unequal for 75 mm bore , complete all as specified and as directed by Engineer-in-charge.

S&F UPVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified.

S&F UPVC (SWR) , Coupler 110 mm dia complete all as specified.

S&F UPVC (SWR) , reducers 110 mm dia complete all as specified.

S&F UPVC (SWR) vent cowl 75 mm dia complete all as specified

Supply and fixing, UPVC branch piece, single (single 'Y') 75 mm bore complete all as specified and directed.

Supply and fixing, UPVC branch piece, single (single 'Y') with access door for 110 mm bore complete all as specified and directed.

S&F PVC (SWR) 'P’ trap 110 mm, complete all as specified.

S&F in Repair Vitreous china water closet Squatting pan, 'Orissa pattern,size 580x440 mm white with integral foot rests (excluding flushing cistern and flush pipe but including connection to trap, and to flushing pipe, anti syphonage pipe,etc complete including making good to dismantled floor in cement concrete M-15 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate), fixing in repair,complete all as specified and as directed by Engineer-in-charge.

S&F in Repair Vitreous china wash down water closet Pedestal type with 'P' or 'S' trap including PVC seat cover white (excluding flushing cistern and flush pipe but connection to trap, and to flushing pipe, anti syphonage pipe,etc complete including making good to dismantled floor in cement concrete M-15 (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate), fixing in repair,complete all as specified and as directed by Engineer-in-charge. (sample as approved & kept in GE's sample room)

S&F in repair PVC flushing cistern of 10 ltr capacity valveless, symphonic action type, flushing cistern, low level, white with inlet, ball valve, float and handle including flush pipe of 32mm bore PVC and connection to pipes etc complete all as specified and as directed by Engineer-in-Charge.(sample as approved & kept in GE's sample room)

Dismantling floor, hearth or wall tiling including cement mortar bedding, terrazo dado from wall surface (but not backing), removing serviceable tiles to store and rubbish off the premises. Complete all as specied and directed.

M & L Glazed digital ceramic tiles in vertical surface 450x300x7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over and including 10 mm thick CM 1:4 all as specified. ( sample as approved & kept in GE's sample room)

M & L Non - skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match ,over and including 15 mm thick screed bed CM 1:4 all as specified.( sample as approved & kept in GE's sample room)

Material and labour Vitrified Ceramic (Double Charged) edge cut joint free coloured or printed any shade tiles 10 mm thick (square/ rectangular) polished area of each tiles exceeding 0.18 sqm but not exceeding 0.38 sqm , in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match and set in neat cement slurry and pointed with coloured/white cement to match over and including 15 mm thick screed bed in CM 1:4. (Sample as approved & Kept in GE's sample room)

Description all as item No 17 but as in vertical surfaces dado/skirting over a backing coat of CM 1:4, 10 mm thick complete.

M&L 25 mm thick PCC 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregated as in floor finished rough.

Providing precast ce- ment concrete (1:2:4) Type B-1 20 mm graded stone aggregate as in manhole cover, win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match set in CM (1:6) all as specified and as directed.

M&L for Mild steel TMT bars 8 mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips, all as specified and as directed.

Chequered cement concrete tiles 30cm x30cm x 25mm thick, with greay cement and pigment, set, jointed and pointed in neat cement slurry in floors and laid over and including 20mm thick screed bed in CM 1:4 etc complete all as specified and as directed

M&L 75mm thick PCC 1:3:6 Type C1 (20mm graded aggregate) as in floor/ path/ Plinth protection including necessary form work, surfaces finished fair & even without using extra cement. all as specified and directed.

Grubbing up vegetation, small trees from roots, surface dressing n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out clean adjacent to plinth protection of building for free flow to rainwater, all as specified and directed.

Grubbing up vegetation, small trees from roots, clean the loose dirt with water and repair the same portion with CM 1:3, touchup with same finish, area not exc. 0.10 Sqm each adjacent to CI pipe upto 4th storey building with necessary scaffolding/ladder, all as specified and directed

Taking up or down steel tubing of 15 mm bore pipe and connections,including cleaning for re-fixing or removal to store, complete all as specified and as directed

Taking up or down steel tubing of 20 mm bore pipe and connections,including cleaning for re-fixing or removal to store, complete all as specified and as directed

Supply and fixing tubes 'medium grade' galvanised, 15 mm bore, ISI marked with all fitting such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge

Supply and fixing tubes 'medium grade' galvanised, 20 mm bore, ISI marked with all fitting such as bends, tees,elbows, unions,short pieces, connectors, back nuts etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-in-charge.

M/S R S CONSTRUCTION CO