REPAIR AND CLEANING TO SEWAGE LINES SEPTIC TANK, SOAKAGE WELL, MANHOLE AND OTHER MISC MAINT OF PATH,HAND STANDING, BOUNDARY WALL, FENCING, DRAIN, ETC. IN ZONE-III (MH PRIORITY AREA) AND ZONE-IV (RAIPUR SATWARI) 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:- From Item No 1 to 3 , (1). 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. Non rectification of complain will a attract a penal recovery as mentioned in Sch'A' Notes.

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. Non rectification of complain will a attract a penal recovery as mentioned in Sch'A' Notes.

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. Non rectification of complain will a attract a penal recovery as mentioned in Sch'A' Notes.

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. Non rectification of complain will a attract a penal recovery as mentioned in Sch'A' Notes. 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 and payment for scafoldding etc used by contactor is included in quoted rate.

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 and payment for scafoldding etc used by contactor is included in quoted rate.

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.

Description all as per Srl item No 11 here in before but for exc. 1.5 m but n.exc. 3.0 m

Description all as per Srl item No 11 here in before but for 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 (SN4) with integral socket and necessary fittings, laid in trenches jointed complete all as specified. Make : Astral, Supreme, Prince.

M&L 200 mm bore/Inner Dia. Double wall corrugated HDPE Pipes (SN4) with integral socket and necessary fittings, laid in trenches jointed complete all as specified . Make : Astral, Supreme, Prince.

Plain cement concrete ( 1:3:6) type C-2 ( using 40 mm graded stone aggregate) as in bed to drain pipes 150mm 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

Plain cement concrete ( 1:3:6) type C-2 ( using 40 mm graded stone aggregate) as in bed to drain pipes 200mm 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 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

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.

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

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

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)

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

Plain cement concrete (1:2:4) Type-B0 (12.50mm graded crushed stone aggregate) Nominal mix in lintels upto 1.5 m clear span, 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

Demolition of reinforced cement concrete of any description and in any position including cleaning, removal and disposal of rubbish, waste materials from premises complete all as specified and as directed by Engineer-in-charge

Reinforced Cement Concrete 1:2:4 type B-1, (Using 20 mm graded crushed stone aggregate) Nominal mix as in slabs supported on walls, beams and columns in floors, roofs landings, balconies, canopies, deck slabs and in shelves and like complete all as specified and as directed by Engineer-in-charge

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or slopping) for rough finished surfaces of concrete complete all as specified and as directed by Engineer-in-charge

M & L for providing precast cement concrete as in cover slabs (for manholes) type B1 1:2:4 using 20 mm graded aggregate and set in cm 1:4 all as specified and directed.

M&L for Mild steel TMT bars 10mm 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,

M&L for Mild steel TMT bars 6 to 8mm dia., 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,

M&L 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.

M&L 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

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 PVC as per manufacturer specifications fixed to wall with nail etc 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 walls including stack clamp PVC as per manufacturer specifications fixed to wall with nail etc at spacing of 1m center to center , 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 110 mm dia complete all as specified.

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 with access door, for 110 mm bore complete all as specified and as directed by Engineer-in-charge.

Supply and fixing, UPVC branch piece, single (single 'Y') with access door for 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 WC Orissa pattern white with integral foot rest 580x 440 mm including L bend, & PCC bedding in 1:2:4 and making good disturbed floor connecting to trap and flush pipe compete all as specified.(Rate of including in taking out and removal of old WC seat unhygienic condition) Make:- Cera, Cat Part No- CALINA S3010102 or equivalent in List of makes.

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.

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.

Demolition of cement concrete (unreinforced) ground floor to 4th floors and pavings n exc 15 cm thickness (below or above ground level ) and removing the rubbish from the work site out side defence premises complete all as specified.

Rendering 15mm thck in CM 1:3 or Plain Cement Concrete as in sunken floors without extra cement on walls/floors and including mixing of water proofing compound (WPC shall be measured and paid separately)

M&L applying a coat of bituminous primer conforming to IS-3384 on prepared surface of roof/sunken slab after drying of primer apply APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyester non woven fabric (wt not less than 150 gms/sqm) laid on primed surface by forced torched application and finally apply a coat of hot blown 85/25 graded bitumen conforming to IS-702 @ 1.2kg /sqm of plaster surface. Make : Torchtar, Sika, Asian Paints

M&L Cement concrete type E-2, 1:5:10 ( 40 mm graded agregate) in Sunkan ( Up to 4th floor) filling and mass concrete complete all as specified and directed by Emgr-in-charge.

M&L 40 mm dia G I tubing heavy grade galvanised laid over floors as a spout pipe in sunken floors all as specified.

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.

M & L Non - skid Ceramic coloured joint less tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 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

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

Dismantling floor, hearth or wall tiling including complete cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the Cantt. area complete all as directed.

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc and brushing surface with neat cement slurry with 3.0 kg of cement per sq. metre, removing serviceable tiles to store and rubbish off the Cantt area complete all as directed

Material and labour 16-18mm thick Granite (Z- Black)(of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed or bedding layer of cement mortar (1:4), 15mm thick all as specified and directed by Engineer-in-charge.

Material and labour 75 mm thic PCC 1:2:4 type C-1 using (20 mm graded crushed stone aggregate) laid in alternate bays as in floor/pathway finished even and smooth without using extra cement complete all as directed

Material and labour for 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate laid in alternate as in sub base of floors/pathway/hardstanding finished even and fair to receive top finish complete all as specified and directed by Engr-in-charge.

Material and labour for Precast factory made desigener tiles (chequered designer tiles) 300x300 mm glazed top made in white cement and pigment base of thickness not less than 20 mm in different colour and pattern (compressive strength not less than 250 Kg/SqCm) set and jointed in neat cement slurry(colour and pattern as per sample kept in GE office as approved by GE) including 15 mm thick screed bed in CM 1:6 all as specified and directed by Engr-in-Charge.

Material and labour for Precast factory made desigener tiles (Rectified interlocking tiles) glazed top made in white cement and pigment base of thickness not less than 20 mm in different colour and pattern (compressive strength not less than 250 Kg/SqCm) set and jointed in neat cement slurry(colour and pattern as per sample kept in GE office as approved by GE) including 15 mm thick screed bed in CM 1:6 all as specified and directed by Engr-in-Charge.

Material and labour for Machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade with glazed top made in white cement and pigmentt to match laid over and including 25 mm thick dry sand cushioning etc. complete all as specified and directed.

Material and labour for Precast cement concrete type B-0 (using 12.5 mm graded aggregate) in louvers and jallies, 40 mm thick (measured solid) including all mouldings set and jointed in CM 1:4 including taking down or dismatling of old u/s item found at site allas specified and directed

Material and labour for Precast cement concrete 1:2:4 type B-1 (using 20 mm graded aggregate) block masonry with solid blocks, exceeding 10 cm in width as in kerb stone and setting with cement mortar 1:4 complete all as specified and directed.

Material and labour for preparation of new steel surface of any description over 10 cm width or girth and aoolying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified by Engineer-in-charge.

M&L for applying one coat of synthetic enamel paint on old painted steel surfaces of any description having width/girth exceeding 10 cm including preparation of rubbing with sand paper to make surface even and smooth complete all as specified and directed. (For Scattered Iron fencing posts & Steel gates)

Preparation of new plastered or unplastered surfaces of walls to achieve smooth and even surface and applying three coats of white washing complete all as specified and as directed by Engineer-in-charge.

Preparation of new plastered/ concrete surfaces of walls to achieve smooth and even surface and applying two coats of cement based paint over and including one coat of primer complete all as specified and as directed by Engr-in-charge.

Complete removal of existing treatment including washing, rubbing down with sand paper and stopping of painted surfaces including preparation of old plastered surfaces of walls, chajjas, fascia, face of columns, beams etc. and applying one coat of weather proof exterior emulsion (Apex) making good uneven surface/holes with putty coloured in same shade where ever required etc (up to 4th storey with necessary scaffolding) complete all as specified and directed.

Material and labour for two coats of oil bound distemper on new surface of walls over priming coat and making good surfaces with Birla white putty all as specified and directed

Material and labour for complete removal of existing treatment of plastered surfaces of walls including preparation of surface of wall and applying two coats of oil bound distemper over a coat of alkaili resistant priming coat with two coats of wall care putty complete all as specified and directed.

Dismantling post or struts (of wood, steel or RCC) any section including taking out embedded portion and making good disturbed ground.

MS work such as angle iron fencing posts struts and flat iron fillets etc, including drilling hole punching,splitting ends to secure chain link fencing or fixing of barbed wire to posts including all necessary cutting, welding bolting or riveting etc complete all as specified and similar work conforming to Fe-290 Gde E-165.

Supply and fixing, Mild steel round Bars Fe 290 Gde E-165.

Mild steel screw bolts machine made with hexagonal or square heads at one hand and screwed the other, ot screwed both ends, each screwed end to be fitted with washers n.exc 5 cm long and 5 to 10 mm dia.

Material and labour, chain link MS galvanised fencing of size 50mm x 50 mm cold dip fixed to angle iron frame and flat iron with suitable nuts and bolts any size or type complete all as specified. Note:- Angle iron, flat iron & nuts and bolts shall be measured and paid separately.

S&F in repair Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed (each line wire to be measured)

Description all as per item No 86 but tightening old barbed wire & restraining resecuring incl making good staples etc. complete all as directed.

Dismantling wrought iron or mild work of any description.

Mild steel Framed work as in door 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 and similar work conforming to Fe 410-W (Gde-E-250) quality -A complete all as specified and as directed by Engineer-in-charge

S&F Ready made cast iron decorative crowns welded at top of each vertical box section.

Framed work such as grills grating etc with ends of bars shouldered and riveted or forged into spikes framed balusters, walkways, railings frame work of water tank and similar work conforming to Fe 290 Gde E-165.

M&L 1.25 mm thick mild steel plain black sheet covering door shutters / gates welded /riveted including bending turning up stopped ends outlet etc.

Repair by welding n. exc 2.5 cm but n.exc 5 cm in length, thickness of metal to be welded exc 6 mm but n.exc. 9 mm to steel gates.

Repair to steel Gates including slot pin, Pintol hinge,Ball bearing,hook and eye of standard quality where required, resecuring of MS plates/sheets & Guard bars /grills by using welding equipments complete all as directed

ESS BURT AND COMPANY

M/S R S CONSTRUCTION CO