Construction of 2 nos E type quarter at PHC(N) Nolia Nuagaon under Chatrapur block

Earth work in excavation of foundation in hard soil within initial lead of 50m and lift of 1.5m including dressing & leveling the bed & depositing the excavated earth at places away from work site with all leads & lifts including Cess and cost of all labour T&P & dewatering if required for the work etc. complete and as per specification and direction of Engineer-In-Charge

Approach road

Plinth protection

Providing & filling with excavated earth materials including watering ramming to proper density with all leads and lifts including cost of all labour T & P& Cess required for the work etc complete as per specification & direction of Engineer-in-charge.

Supplying and filling in foundation with course sand well watering and ramming with cost, conveyance, royalityof all materials, and labour with T&P required for the work including Cess etc complete. (Measurement will be taken on finished compacted section only) as per direction of Engineer-in-Charge.

Approach road

Plinth protection

Providing cement concrete of proportion (1:3:6) using 40mm size clean hard black granite crusher broken metal of approved quality and from approved quarry including hoisting lowering and laying concrete in layers not exceeding 15cm (6") thick to the required level ramming, watering & Curing etc. complete including cost & conveyance of all materials with all& royaltiesEMF & DMF Additional charges and all labour with T&P required for the work with Cess etc, complete including dewatering if required as per direction of Engineer In Charge.

Approach road

Providing cement concrete of (1:2:4) using 12mm size hard granite crusher broken metal of approved quality and from approved quarry including cost, conveyance, royalty, , labour, Cess & T&PEMF & DMF Additional charges & all other materials required for the work complete as per the direction of the Engineer-in-charge Approach road

Fly Ash brick masonary in Cement Mortar (1:6) in foundation plinth using-fly ash-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all& royalties with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge. Main Wall and Steps (Foundation & Plinth)

RCC work of grade M-25 having a minimum compressive strength in work text of 200Kg/cm2 in15cm cubesat 28daysafter mixing and tests conducted using 10mm to 20mm size (20mm not to exceed 25 percent) crusher black broken granite stone chips of approved quality and from approved quarry including hoisting,lowering and laying concrete by using vibrators watering and curing for four weeks centering and shuttering and finishing the exposed surface smooth to receive painting or white or clour wasing providing grooves or beads where neCessary including cost, conveyance,and royalties of all materials and labour required for the worketc, complete with all T&P and CessEMF & DMF Additional chargesin all respect but execludingcost of reinforcement MS rods or tor steel and binding wires of 18 to 20 guage and labour charges etc, complete as per specification and direction of Engineer-in-charge.

Column Base Footing

Column in Superstructure/Beam

Ground Floor

First Floor

Head Room

Plinth Band

Lintel Band

Ground Floor

First Floor

Head room

Chajja

Ground Floor

First Floor

Head room

Stair case

Ground Floor

First Floor

Roof Slab

Ground Floor

First Floor

Head Room

Shelves Ground floor

Shelves First floor

Straightening HYSD bar cutting bending,binding, cranking hooking, welding jointing (if required) the M.S.Rods or Tor steel & binding wires and binding tying the grills hoisting lowering & placing in proper position as required for RCC works with cost conveyance &of M.S. Rods or Tor steel & binding wires of 18 to 20 gauge and labour with all T&Prequired for the work with Cess etc,complete in all floors (weight of binding wire will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only) etc. in all respects as per the direction of Engineer-in-Charge. Ground Floor

First Floor

Head Room

Providing 25mm thick grading Concrete (1:2:2) on roof slab using 6mm size hard crusher broken chips with chicken mesh including cost, conveyance, royality EMF & DMF Additional charges of all materials taxes of all T&P with cess etc, required for the work etc complete in all respect as directed by Engineer-in-charge.First floor

Head room

Fly Ash brick masonary in Cement Mortar (1:6) in Superstructure plinth using-fly ash-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all& royalties with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge. Superstructure Ground Floor

First Floor

Head Room

Fly Ash brick masonary in Cement Mortar (1:4) in Superstructure plinth using-fly ash-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all& royalties with all T&P & Cess etc, complete in all respect as per the direction of Engineer-in-charge. Superstructure Ground Floor

First Floor

12mm (1/2") thick cement plaster in C.M (1:6) on brick masonary finsihed smooth surface after racking out the joints including watering & curing for seven days with cost and conveyance of laobur with T&P required for the work with all , Royalty, DMF, EMF & Additional Charges & Cess etc, complete in all floors as per direction of Engineer-in-charge. Ground Floor

First Floor

Head Room

16mm (5/8") thick cement plaster in C.M. (1:6) finished smooth to inside surface of 9" thick brick wall after racking out the joints including watering & curing for seven days with cost and conveyance of laobur with T&P required for the work with all , Royalty, DMF, EMF & Additional Charges & Cess etc, complete in all floors as per direction of Engineer-in-charge.

First Floor

Head Room

12mm (1/2") thick cement plaster in C.M (1:4) on brick masonary finsihed smooth surface after racking out the joints including watering & curing for seven days with cost and conveyance of laobur with T&P required for the work with all , Royalty, DMF, EMF & Additional Charges & Cess etc, complete in all floors as per direction of Engineer-in-charge. Ground Floor

First Floor

6mm thick cement plaster in cement mortar (1:4) to ceilling of roof lintel and chajjas after chipping and chiselling the same and clearing the surface by wire brush finished smooth watering and curing for 7 days including cost,conveyance of all materials and labour with T&P & Cess required for the work withand Royalty, DMF, EMF & Additional Charges etc complete in all respects in all floors as per direction of Engineer-in-Charge.

First Floor

Supplying, fitting & fixing of 10 mm thick & size of 600x600 mm Vitrified floor tiles (GVT) of (colour /printed) with veilcraft (VC) shield (Scratch free/stain free) with water absorption limit between 0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib) laid on 20 mm thick cement mortar (1:4) and filling joints with white cement of approved quality with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cess&T &P etcrequired for the work etc, complete in all respect as per specification and direction of Engineer-in-charge. Ground Floor

First Floor

Supplying, fitting & fixing Granite tiles (.01 to .04) fixing in floors treads (or) steps and landing on 25 mm thick bed of C.M (1:1) (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades of the tiles includingpolishing complete including cost of tiles watering & curing for 7 days with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cessrequired for the work etc, complete in all respect with surface finishing with polishing materials as directed by Engineer-In-Charge.

First Floor

Supplying, fitting & fixing of 10 mm thick & size of 600x600 mm 600x600 mm Vitrified floor tiles (GVT) of (colour /printed) shield( Scratch free/stain free) with water absorption limit between 0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib) in dados skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles with cost, conveyance,Royalty, DMF, EMF & Additional Charges ,of all materials & labour T&P and Cess&T &P etcrequired for the work etc, complete in all respect as per specification and direction of Engineer-in-charge.

First Floor

Supplying, fitting and fixing in position well dressed and well seasoned sal wood work framed and fixed (wrought and put up) in choukaths for doors, windows and ventilators including cost of iron work and coal taring 2 coats to wall side faces of choukaths including cost of coaltar, cutting grooves and mending to sizes where neCessary with cost and conveyance Royalty, DMF, EMF & Additional Charges andof all materials and labour, Cess with T&P required for the work etc. complete in all respect as per direction of Engineer-In-Charge.

First Floor

Priming One coats with any approved primer to new wood work and iron work including cost of the primer and paint sand papering polishing the surface with cost, conveyance and taxes of all materials and Labour, cess, T&P required for the work etc complete as per direction of the E.I.C

First Floor

Head Room

Finishing wall surface of walls with Acrylic wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes labour T&P with CESS etc complete as per direction of Engineer-in-Charge.

First Floor

Head Room

Wall painting two coats with plastic Emulsion paint of approved quality & shade on new work to give an even shade with brush to interior walls surface after cleaning the surface including cost of plastic emulsion paint with cost, conveyance and taxes of all materials and labour with T&P required for the work with CESS etc complete as per direction of Engineer-in-Charge.

First Floor

Head Room

Wall painting two coats with any approved weather coat paint of approved quality & shade on new work to give an even shade with brush to interior walls surface after cleaning the surface including cost of plastic emulsion paint with cost, conveyance and taxes of all materials and labour with T&P required for the work with CESS etc complete as per direction of Engineer-in-Charge.

First Floor

Head Room

M. S Pannelled Door double leaved shutter with M.S frame Over alll size frame- 1980mm (H) x 1070 mm (W) made out of the following materials conforming to relevant Indian Standard specification. Frame -35x35x6mm M.S angle, shutter style- Top & Bottom rail 25x25x3mm MS angle, Door pannel-1.0mm C.R , sheet. pannel stiffener covering width of each leaf- 19x5mm, MS Flats 3nos on each leaf. Hinges size 100mm 6nos (3no each sides) bought out as per ISS. Hold fast- 35x35x6mm MS Angle 175mm length bifuricated- 4nos. Aldrop- 2nos bought out as per ISS,

Head Room

Supplying M.S Grill made out with ms flat , angle of approved design & specification including cost of all materials cost of manufacture, cost of one coat of primer,all taxes T&P etc complete as per the direction of Engineer-in-charge. (Ground Floor)

(First Floor)

Labour for fitting,fixing of M.S.grills as per approved design including cost of screws with cost of all labour, T&P and CESS required for the work etc, complete excluding cost & conveyance of M.S.Door/Window in all respects as directed by Engineer-In-Charges.

(First Floor)

Labour for fitting,fixing of Gate as per approved design including cost of screws with cost of all labour, T&P and CESS required for the work etc, complete excluding cost & conveyance of M.S.Door/Window in all respects as directed by Engineer-In-Charges.

Head Room

Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete as per direction of Engineer-in-Charge.

First Floor

Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures

First Floor

Providing and fixing of fixed Ventilators of approved make to be fabricated from roll formed sections made of pre-painted steel (base steel as per IS- 513 of 0.6 mm thick “D” quality, galvanized as per IS-277 with zinc of 120 Gm/Sq.mtr) with paint pecification being with primer of 5-7 microns and finished paint with polyster paint (Black /Pearl white/ Chocolate Brown) of 12-16 microns alongwith the alkyd backer at the back of 5-7 microns and the sizes of outer frame being of 46x52 mm and with all vertical and horizontal mullions are of 46x70 mm and fixed beadings are of 18x25 mm. Section for internal top and bottom frames in the louvered areas should be 18 x 40 mm. Top hung shutter

First Floor

Head Room

Supplying fitting of Stainless steel of 304 garde in hand railing using 50 mm dia of 2 mm thick circular pipe with balustarade of size 32 mm X 32 mm X X2 mm in 3 rows in stair case as per approved design and specification buffering polisging etc. including cost conveyance of all materials complete as per direction of the Engineer- in - Charge.

First Floor

Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of E.I.C.

First Floor

Head Room

Providing and applying anti-termite treatment by drilling holes of 12mm diametre at a distance of 300mm C/C junction of walls and floor about 300mm apart deep enough to raech the soil below and chemical emulsion (PREMISE, MIDACHLOPRIED 30.5 SC OF BAYER make mixed with 475 litre of water) pumped these holes to soak the soil @ 1.00 liter solution of each hole as per manufacture specification and the holes should be plugged with filling materials labour charges conveyence and all taxes, including hire charges of all amchinaries etc. as per direction of Engineer-In-Charge.

Construction of granular sub-base by providing Gr-IV stone screening, spreading in uniform layer with mortor graded on prepared surface, mxing mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete as per clause 401 of MoSRT&H specification for road and bridge work (4th revision) including cost conveyance and Royalty, DMF, EMF & Additional Charges of all materials with all labur T&P Cess etc complete and as per direction of Engineer-in-Charge.

Providing and laying 80 mm thick factory made concrete interlocking paver block of M-30 grade by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 20 mm thick compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the direction of engineer-in charge

Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works

PH 15 User septic tankST Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C.Initial lift upto 1.5 mtr, a.3.54 m x 2.54 m x 1.50 m =13.487 cum

From 1.5 mtr to 3.0 mtr depth,3.54 m x 2.54 m x 0.70 m =6.294 cum

Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.3.54 m x 2.54 m x 0.15 m =1.348 cum

Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.3.54 m x 2.54 m x 0.15 m =1.348 cum

Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(3.54 m x 2.54 m x 0.10 m =0.899 cum +2.54 m x 1.54 m x 0.038 m= 0.148 Cum)

Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.In Foundation and Plinth in C:M (1:4) a.(2 x ( 3.24 + 1.54 ) m x 0.35 m x 1.00 m= 3.346 cum +2 x ( 3.00 + 1.54 ) m x 0.23 m x 1.00 m = 2.088 cum)

In Foundation and Plinth in C:M (1:6)1 x 0.40 m x 0.40 m x 0.60 m = 0.096 cum

Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 12 mm thick C.P in C:M (1:4),(2 x ( 2.54 + 1.54 ) m x 2.00 m =16.32sqm+2.54 x 1.54 m = 3.911 s +4 x 0.40 x 0.60 m = 0.96 sqm)

Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x ( 2.54 + 1.54 ) m x 2.00 m =16.32sqm+2.54 x 1.54 m = 3.911)

Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x (3.00 + 2.00 ) m x 0.125 m =1.25 sqm+2.54 x 1.54 m = 3.911 sqm)

Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.

Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.3.00 m x 2.00 m x 0.125 m=0.75 cum

Supplying all materials, labour, T&P and making M.S. Step Iron in 8mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.

Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.1.75 m x 0.45 m

Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.

Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.(2 x ( 3.24 + 2.24 ) m x 1.00 m = 10.96Sqm+2 x ( 3.00 + 2.00 ) m x 1.00 m = 10.00 Sqm+2 x ( 3.24 + 2.00 ) m x 0.12 m = 1.257 Sqm)

Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.

Supplying all materials, labour, T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cement mortar 1:1 joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C.G.F- Toillet-1 x 1.57m x 1.02=1.60 sqm+ 1x 1.57m x 1.20 = 1.88 sqm+ Kitchen plate-1 x 3.55 x 0.60m=2.13 sqm + 2 x 0.75 x 0.30= 0.45 sqm total= 6.06 sqm

F.F= Toillet-1 x 1.57m x 1.02=1.60 sqm+ 1x 1.57m x 1.20 = 1.88 sqm+ Kitchen plate-1 x 3.55 x 0.60m=2.13 sqm + 2 x 0.75 x 0.30= 0.45 sqm total= 6.06 sqm

Supplying all materials, labour, T&P and fixing porcelain glazed tiles in dados/skirtings on 12mm thick cement plaster (1:3) joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing etc. all complete as per direction of the E.I.C. G.F 1 x 4.58m x 2.10m= 9.61 sqm + 1 x 4.94m x 2.10m= 10.37 sqm + 1 x 3.55m x 0.90 =3.195 sqm

F.F- 1 x 4.58m x 2.10m= 9.61 sqm + 1 x 4.94m x 2.10m= 10.37 sqm + 1 x 3.55m x 0.90 =3.195 sqm

Water supply/supplying all materials, labour, T&P and cutting holes through existing brick/stone masonry walls for taking GI/PVC pipes and fittings including making good the damages in cement mortar (1:4) etc. all complete as per P.H. specification and direction of E.I.C. R.C.C Roof/Chaja

Cutting hole(250 mm wall)

Cutting hole(375 mm wall)

Supplying all materials, labour, T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to 15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of FF

Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 lits capacity on the roof of FF

Supplying all materials, labour, T&P and providing and fixing to wall or ceiling or floor G.I./PVC pipes and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling,and floor, testing all complete as per specification and the direction of the E.I.C. 20mm dia CPVC pipes Internal

25mm dia CPVC pipes External

Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings(Amber/plaza) of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C. 15mm dia CP Bib Cock SB

15mm dia CP Bib Cock LB

15mm dia CP Two way Bib Cock

15mm dia CP Health faucet

15mm dia CP Pillar Cock

15mm dia CP Angle Stop Cock

15mm dia CP Concealed Stop Cock

15mm dia CP Flange

15 mm C.P Extension piece 50 mm long

25mm dia Brass Full Way Valve

Supplying all materials, labour T&P and fitting and fixing of C.P Shower(Parryware,Hindware) with 15mm or 20mm inlet with C.P Shower arm including polishing etc all complete as per specification and direction of the E.I.C 15 mm x 150mm dia C.P Shower with arm

Supplying all materials, labour T&P and fitting & fixing 10 Litres capacity low level cistern with a pair of cast iron of m.s. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float, c.p. brass handle, unions and couplings for connection with inlet, outlet and overflow pipe. 32 mm C.P flush bend 15mm PVC inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main etc. all complete as per specification and direction of E.I.C (Cerra/ Parry ware/ Hindware)

SanitaryInstalation/Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C. 110mm diameter U-PVC SWR pipes

110mm U-PVC SWR P-trap

110mm U-PVC SWR Single junction door

110mm U-PVC SWR door bend

110mm U-PVC SWR Offset

110mm U-PVC SWR vent cowl

75 mm diameter U-PVC SWR pipes

75mm U-PVC SWR Door bend

75mm dia U-PVC Plain Tee

75mm U-PVC Plain Bend

125 mm dia C.P Grating

Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) etc all complete as per specification and direction of the E.I.C.

Supplying all materials, labour, T&P and fixing of plastic seat cover for E.W.C with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C.

Supplying all materials, labour T&P and fixing wash basins(Hindware,Parryware) with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C. WHB 500mm x 400 mm

Supplying all materials, labour, T&P and fixing Glass Mirror 600mmx450mm size B.E mirror (fixed type) complete as per specification and direction of the E.I.C.

Supplying all materials,labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C 20mmx450mm long CP towel rail

CP towel ring

Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C

Supplying all materials, labour, T&P and fixing wash kitchen sink/laboratory sink with C.I/M.S brackets paintedwhite including holes in walls and making good the damages etc all complete as per specification and direction of the E.I.C. 550x450x250 mm Stainlessstell Kitchen Sink

Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:2:4) mix using 12 mm size H.G chips, foundation concrete (1:4:8) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C.

Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, etc. all complete as per approved specification and direction of E.I.C Inside size 760mm x 760mm x 460mm

Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. 0.90m dia x 2.00m deep soak way pit

Supplying all materials, labour, T&P and laying in trenches U-PVC SWR/4kg/cm2 soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, etc. all complete as per approved drawing, specification and direction of the E.I.C.

Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the door frames shall conform to RV-TIFAC composites Design Centre's standards and specifications. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the E.I.C 4x (0.75m + 2.0m + 2.0m) = 19.0 mtr

Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. 4 x 0.72 x 1.95m=5.616

Supplying and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump set to give discharge of 3000 ltr/hour at a head of 40 mtr etc all complete as direction of EIC.

Supplying all labour T&P and fitting and fixing of 1.00HP single phase Submersible pump set with commissioning and testing etc. all complete as per direction of EIC.

Supplying and fitting & fixing of D.O.L starter for 1.0 H.P single phase Submersible Pump etc all complete as per direction of Engineer-in-charge.

Supplying and fitting & fixing of suitable cable and connecting the pump and starter etc all complete as per direction of Engineer-in-charge.

Supplying and fitting & fixing of Plastic rope, M.S well cover, M.S clamp, etc all complete as per direction of Engineer-in-charge.

Supplying and fitting & fixing of HDPE pipes and pipe fittings with C.P Nippling and lowering to bore well, making connection to pumpset & testing etc all complete as per specification and the direction of the E.I.C. 32 mm dia HDPE Pipe(Int)

Labour for drilling a perfectly vertical bore holes of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilled rig as required to suit the site condition as per the direction of E.I.C. including use of own rig with its accessories, tools and plants and consumable etc. for lowering of 125mm dia consumable etc. for lowering if 125mm dia PVC/GI Pipes for housing filled with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC) casing pipes it required to prevent collapse of overburden portion is to be provided by the contractor including lowering and withdrawing after completion of tubewell. (a) Drilling of 125mm dia bore.i) 0m to 40m

(b) Drilling of 100mm dia bore. (41m to 100m & above)

Lowering the following sizes GI/PVC Pipes with or without slotted pipes as per the necessity from gravel level upto 30 mtr depth and fitted and fixed up in perfectly vertical position including cutting and threading pipe and slotted pipes and supplying and fixing all jointing materials tools and plants etc. completes and keeping the top of the casing pipes threaded including plugging tubewell to prevent entry foreign materials.lowering of 125mm dia. P.V.C pipe

Cost of 125mm dia. P.V.C pipe

Cleaning and developing the tube wells with their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of EIC

EI Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard )

-do- Group A

-do- Group B

-do- Group C

Recessed wiring to Fan Point in...

-do- Group B

Recessed wiring to Call Bell Point in...

-do- Group C

Recessed wiring to Exhaust Fan Point in…..

-do- Group C

S/F of Angle holder replacing Ceilling Rose (1.29-1.28)

S/F of fan hook 'S' type made of 16 mm MS rod for fixing in the Existing RCC Roof.

Switch Boards

S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)

S/F of extension board of 6 modular Metal box with modular base & cover in recess including providing and fixing of 2 nos of 3pin 5/6amp modular socket out let & 2 nos of 5/6 amp piano type modular switch, connection, painting etc as required.

S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 6 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required

S/F of Power point with 4 modular & 2 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket & Mini DP MCB, connection, painting etc as required for AC

S/F of computer board consisting of 3 nos of 5amp modular plug and modular switch & 1 no of Mini MCB complete with wiring on 12 modular M.S. box with modular cover.

S/F of 1 no of 5 pin 15/16 amp. Socket , 1 no of switch & 1 no of 15/16A top with modular mini MCB, in 6 modular box with cover with connection, painting etc as required for Inverter connection

S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required.

4 Modular box with base & cover

8 Modular box with base & cover

12 Modular box with base & cover

Sub-Main

Wiring for circuit / sub-main wiring along with earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required (Make of wire - Finolex/L&T/Anchor/Havels/V-guard)

Inverter wiring (1x1.5smm) Copper wire (1.19.1)

Circuit Breakers & BDB

S/F of 'B/C/D' series SP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP) (2.6.1)

S/F of 'B/C/D' series DP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing Distribution board ISI marked complete with connection, testing and commissioning etc. as required (2.6.2a)

Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.)

S/F of MCB 8 way Double door (2.3.6)

Main switches

Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.)

S/F of 63A ICDP main switch with MS box of 250mmx300mmx60mm deep ( (2.15A)+(1.24.16 )

Earthing

Earthing with G.I. Earth pipe 3 mtr Long 40mm dia ISI marked including accessories & providing masonary enclosure with cover plate having locking arrangement & watering pipe with charcoal & salt as required (3.2)

Supply & laying 6 SWG G.I. wire in recess for loop earthing as required (3.17)

Fittings

S/F of 300 Exhaust fan with all accessoriesand connections (Make Usha-Aero Clean Plus DBB/ Polycab-Fresh on DBB/ Cropmton-Trans Air12" reversible/ Havells-Ventil Air DS(HS)/ Anchor-Anmol Delus R/ Orient-Power Flow DBB)

S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30)

S/F of 18-25 wt. LED single strip tube. Light fittingwith all accessories & connection (make Havels/HPL/Crompton/Polycab/PAC)

S/F of 1200mm A.C. Ceiling fan (1Star) with all accessories and connections with out fan regulator (Make:Usha-Striker One/Neo/Crompton- HS /Havells-Samrat ES/Anchor- Turbo Speed Star/Orient-Summer Breeze Pro/ Great White-ALDOUS/Pollycab-Vital HS)

Fixing /I.T.C. of stepped type Modular regulator (1.25a)

Supply & fixing of superior type C.I bulk head fitting with 9W Led Bulb for general domestic use ISI marked square / oval type with premetallic glass cover provided with galvanized steel wire guard including necessary connections. ( M-5 )

S/F of 45-48 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )

S/F of 60 wt. LED St. Light fitting with LED Electronic driver with all accessories & connection( Make- Crompton/Phillips/HPL/Polycab/Havells )

S/F of 9w Watt LED Bulb(Panasonic/Orient)

S/F of 900VA/12V Invertor machine with Trolly(Make- Microtek(Super power new 1100)/V-Guard(SMART 1100)/Luminous(ZELIO SMART 1100) and 180Ah tall tubular BatteryMake-Luminous and 16A Delux plug Top with Luminous single Trolley for Invertor Battery,2nos

Cables

S/F of 6 sqmm twin core unbonded aluminium service connection wire with no.10 G.I. Guard wire to support the aluminium wire

Provision of Armoured cable size 2x6sqmm (15)

Laying of MV cable upto 25sqmm in ground (5.1.1)

Laying of MV cable upto 25sqmm on surface (5.5.1)

Area lightings

Supply & Instalation of 6 meter HDG octagonal Pole (Top 70 mm & Bottom 130mm of 3 mm thick) with double arm detachable ring type Bracket suitable to hold the light fitting on 1500mm long beacket . The Base Plate (220X220X12mm) with 4 nos of plinth Foundation bolts(20 mm dia 600mm Length) to be mounted on concrete Foundation (1.5'X1.5'X4' high) usng HYSD steel reinforced for errection of Pole firmly as per direction of Engineer in Charge.

Provision of 40mm dia HDPE pipe for laying & protection of cable

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