Construction of 100 KL ,24 mt. staging OHT, Rising main and Pump house for the 288 nos. PMAY houses at village barel Distt. Barabanki under Infrastructure fund.

Supply of all matarials, labour, T & P (Special or Ordinary) and construction of RCC Over Head Tank (intze type) of 100 K.L. capacity on RCC column and bracing, staging of 24.00 m height from GL having raft or raft cum pile foundation on contractor's design subject to acceptance of the Engineer-in-charge. The work include flooring at ground level; below tank. 15 cm dia semi circular drain 1.00 m Wide cantilever balcony all round at the base of vertical wall, supplying and fixing of angle iron posts 50x50x6 MM and 0.90 M high (clear) at 1.00 M interval fixed on outer edges of the balcony including three rows of 20 MM dia G.I. pipe (medium) railing RCC spiral stair case on columns. 1.00 M wide fitted with 1.00 M wide M.S. gate, as per approval of Engineer-in Charge from ground level upto the top dome of tank with passage at balcony with supply and fixing of angle iron posts of 50x50x6 MM and 0.90 M high (clear) and 1.00 M interval fixed on either side including three rows of 20 MM dia G.I. pipe (medium) railings. Also including for M.S. Angle iron posts of 50x50x6MM at 1.00 M apart fixed around their periphery of roof slab (or dome) with three rows 20 MM G.I. (medium) pipe railing. The angle iron post and railing shall be painted with three coats of approved paint. Also provide M.S. ladder 0.60 M wide clear with both side with rows of 20 MM G.I. (medium) pipe railings. The angle iron post and railing shall be painted with ladder clear with both side with rows of 20 MM G.I. pipe (medium) railing from roof (or dome) level upto bottom of tank (inside the tank) comprising of M.Ş. angle iron of 50x50x6 MM with on either side and 20 mm dia M.S. Bar fixed at 25 cm interval with G.I. pipe projected for holding while entering or exit supply and fixing 75X75 cm manhole cover of 6 mm thick M.S. plate with locking arrangement at roof top, lantern lightening conductor and electric water level indicator figures painting in fluorescence colour (Red) supply and fixing with jointing D.I.D./F vertical pipe .... .with M.S. clamps in inlet 200 dia outlet 250 dia, wash out 150 dia and over flow 250 dia pipe with jointing materials etc. from tank to duck foot bend laying and jointing of duck foot bends and horizontal D.I.D./F or upto the 1.00 m beyond the outer edge of the apron supply and fixing of sluice valves of construction of masonry type sluice valves chambers making wash out and overflow disposal chamber at ground level. Also including tensting, washing and disinfecting of the tank and proper maintenance for 12 calender months. Alll exposed surface of structure well finished to be given three coats of approved colour and make cement paints (such as asian/burger/super snowcem) to give a smoth and even colour. The pipe system above appron level along with clamps to be painted with 3 coats of approved synthetic enamel paint. Also including all operation and works labour T&P matarials required in connection with successful completion of work in accordance with various terms and conditions, spacification, clauses, specifically embouded in this agreements or otherwise considered neccessary by the Engineer-in-charge. The contractor will have to insert alluminium strips of desired approved width and thickness around every lift of the tank wall to avoid possible leakage at joints after completion of the work safe bearing capacity of soil at depth 1.80 M below ground lable assumed 10 T/Sqm average The rate shall be include testing of one test pile and one working pile as per direction of Engineer-in-charge in case of raft cum pile foundation .PAR SNO 4.3(14/08/2020)

Excavation of earth in ordinary soil (loam,clay or sand)for pipe line and rising main trenches including lift up to 1.5 m and lead up to 50 m and refilling watering ,ramming of the excavated earth into the trench and also disposal of surplus earth up to 50 m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of engineer-in-charge.S.W.SM S.NO-31.01 ordinary soil

Supply of the following sizes(DI) pipes for rising main/ distribution system conforming to latest / relevent IS 8329 /2000 Specifications with all jointing materials such as specials conforming to latest / relevent I.S specifications ,suitable for DI pipes as per IS -1239/2000 and IS 8329 /2000 or their latest amendment including F.D.R destination and all taxes and insurance etc. with loading,unloading and carting up to site of work.also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc.complete (including testing of pipelines and outing of pipes for making up the length but excluding the cost of trenches)all complete as per instructions of engineer-in-charge .SWSM/32/32.10 200 mm dia DI Pipe (For 01 Nos. Tube wells)

Supply of C.I./D.I.ISI Marked flanged Fitting/Specials as I.S. (9523:2000) for D.I. Pipe including loading unloading cartage and stacking complete as per direction of Engineer in charge. 200 mm dia DI Pipe (For 01 Nos. Tube wells)

Providing necessary T&P and cut to 80mm to 300 mm nominal dia Cast iron (Spun) pipes class. (As per ch-V Sl. No.-9 of UPLSGED Analysis) 200 mm dia DI Pipe

Supply and carting up to site of work of (200 mm dia)DI butterfly /sluice valve ,class1,working pressure 10 kg/cm2 conforming to IS :780/ 1969 or its latest amendments ,including valve fittings & dismantling joints as per requirement F.O.R destination ,and lowering them into the already prepared trenches ,fixing in position and jointing them with pipelines and testing etc.complete and also including supply of jointing material etc.complete including all charges and insurance ,as per instructions of engineer -in-charge.SWSM (34.03) 200 mm dia DI sluice valve

Providing all labour materials, labour, T&P etc complete and making cement, concrete block in ratio 1:2:4 with 1 cement , 2 coarse sand, and 4 part of 20 mm gauge stone grit for support of Tee, bend and other specials as per reuired of work as per direction of Engineer- In- Charge.(S.I. 282)

Construction of following type chambers as per department type design and drawing including heavy duty M.S /manhole cover and all materials labour T&P etc complete for proper completion of work as per reuired of work as per direction of Engineer- In- Charge.SWSM(38.01)

dia up to 200mm-1000(L)x1200x1300(H)mm

sluice valve chamber (surface box type)(38.02)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Brick work with bricks of class designation 15 (Class-150) in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand (FM 1.50 to 2.00))

Providing and laying in position specfied grade of reinforcement cement concrete, excluding the cost of centering,shuttering,finishing & reinforcement. All work up to plinth level.1:1.5:3 (1 cement,1.2 coarse sand zone-iii,3 graded stone aggregate 20mm. (Nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural ources).

Centering,shuttering inluding strutting,proping etc. & removal of form for.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform.

Brick work with bricks of class designation 15 (Class-150) in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand (FM 1.50 to 2.00))

Half brick masonry with bricks of class 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part |!) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (a) Single leaf

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11 B and K12 etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars t

enoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading

Fixing of Door, windows/ventilators chaukhats in position.

(a) Door chaukhats

(b) Window chaukhats

Steel reinforcment for R.C.C work including strainghtening cutting bending placing in position & binding all complete up to plinth level. Thermo machanically treated bars of grade Fe-500D or more.

Upto Plinth lvl

Above Pinth

12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. 1 cement : 6 Course sand (outer)

15mm cement plaster in single coat on rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. 1 cement : 6 Course sand (Inner)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 25 mm thick with 20 mm nominal size stone aggregate

Providing & fixing glass strips of 4mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture

Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4.0 mm thick glass panes

Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (b) 250mm x 16mm .

Providing and fixing stainless steel handles with screws etc. complete (a) 150 mm

Providing and laying integral cement based water proofing treatment (brick coba )including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directe

d and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 110 mm bend

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with modular switch,modular plate, suitable size GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-B

Supply and wiring of submain 2 number 2.5 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 1.5 sqmm FR PVC insulated multistranded copper conductor

Supply and wiring of submain 2 number 4 sqmm . FR PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FR PVC insulated multistranded copper conductor

Supply & fixing of single wall bracket on matching M.D.F.E.G. board base etc. complete in all required. Cat. AA

Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT-AAA

Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.

Supply and burying of 40mm dia x 4.5 metres long G.I. pipe, vertically for earthing having 12mm dia. holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No.6 to 8SWG G.I.wire in G.I. pipe upto appron (and from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) upto switch board, 30cm. square C.I.box with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects.

Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects.

Supply & fixing of two number 6 SWG G.I. wire for earthing purpose as required complete in all respects.

Supply and fixing of switch box made up of 16 SWG (1.5 mm ) thick M.S. sheet of Following size duly painted with red oxide primer and flushed in wall including cutting of brick work fixing it to the level with cement sand mortar,including matching colour wash supply of all material, labour and T & P etc. required for proper completion of the work.asdirected at site by the engineer in charge.same as in item No. 159 but of size 150x150x65 mm. size

Supply and fixing of 6 Amp to 32 Amp MCB(10KA)C Curve 5 - 32 amps.Cat. A

Supply and fixing of 40/63 Amp MCB(10KA)C Curve 40 Amp. 4 Pole MCB Cat. A

Supply and fixing of flush/surface mounting distribution boards with additional metal door without MCB complete in all respects.4 Way TPN

Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect. the armouring of the cable shall be properly connected with the earth conductor by clamps etc 35 sqmm 3.5 core (main building to pannel room)

Metre