|
| 1 | Earth work in excavation of foundation in hard soil with initial lead and lift and to required depth including dressing and levelling the bed and depositing the excavated materials away from work site etc.complete as per direction of the Engineer-in-charge. |
| 2 | Providing Single under-reamed Piles foundation of 300mm dia. 7.00 mtr long with R.C.C M-20 using 20 mm size black hard granite (Crusher Broken) stone chips including cost of boring , but excluding cost of M.S rods /Tor steels and labour charges for cutting bending and binding of steel and T&P required for the work etc. complete as directed by the Engineer-in-Charge. |
| 3 | Providing Single under-reamed Piles foundation of 250 mm dia. 3.00m long with R.C.C M-20 using 12 mm size black hard granite (Crusher Broken) stone chips including cost of boring , but excluding cost of M.S rods /Tor steels and labour charges for cutting bending and binding of steel and T&P required for the work etc. complete as directed by the Engineer-in-Charge. |
| 4 | Supplying and filling foundation and plinth with sand well watered & rammed with cost, conveyance, royalty and taxes of all materials labour required for the work as per specification anddirection of the Engineer-in-Charge including royalty of materials including 1% Cess. |
| 5 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm sizeblack broken granite stone aggregates 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 and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete i as per direction of the Engineer-in-charge. |
| 6 | First class Fly ash Brick masonry usingbricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. |
| 7 | First class Fly ash Brick masonry usingbricks of size 23 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super structure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. Ground Floor |
| 8 | First Floor |
| 9 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including cost,conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete .as directed by the Engineer-in-charge. |
| 10 | R.C.C.work usingM-20 down size chips having a minimum compressive strength (in work test) 200 kg/cm2 in 15cm cubes at 28 days curing after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using black hard crusher broken granite chips of 12mm to 20mm (1/2’’ to ¾’’) 20mm size not exceeding 25% )of approved quality including hoisting lowering and laying placing in position concrete watering and curing for 28 days including cost of rigid and smooth steel centering shuttering with C.M.plaster (1:2) at no extra cost where necessary andcost,conveyance,royalties and other taxes of all materials,labour required for the work etc.complete but excluding cost of M.S.rod/Tor steel and binding wire and labour charges for cutting,straightening,bending, binding and tying the grills |
| 11 | Column cape |
| 12 | Grade Beam |
| 13 | Column up to S/S |
| 14 | First floor |
| 15 | Lintel Ground Floor |
| 16 | Drain Bed |
| 17 | Drain Wall |
| 18 | Cover Slab |
| 19 | Chajja Ground Floor |
| 20 | Chajja First Floor |
| 21 | Wall Beam Ground Floor |
| 22 | First Floor |
| 23 | Roof Slab Ground Floor |
| 24 | Roof Slab First Floor |
| 25 | Stair Case Ground Floor |
| 26 | Cement Concrete (1:1½:3) using 12 mm(½\") size hard crusher broken granite chips of approved quality from approved quarry including lowering,laying concrete watering and curing etc. complete to required levels laid in layers including cost,conveyance,royalities and taxes of all materials and cost of all labour ,T&P required for the work etc. complete . |
| 27 | Cutting straightening coiled bent up HYSD bars bending , binding , welding and jointing if necessary and tying the grills and placing in position as required for R.C.C work and for providing fan hooks hoisting lowering and tyingincluding cost , conveyance and taxes ofHYSD barsand binding wires 18 to 20 gauge required for the work and bending binding and tying the grills(payment will be made tow wards the weight of binding ware) . complete as perdirection of the Engineer-in-charge. Ground Floor |
| 28 | First floor |
| 29 | 12mm thick cement plaster in CM (1:4) over (0.125thick wall both side) on Brick work both side including all costs of labour etc. complete as per direction of E.I.C.Ground Floor |
| 30 | Providing 12mm thick Cement Plaster (1:6) on the rough surface/ plumbed surface of masonry racking out ofjoints, scrapping and cleaning the surface and finishing the plastered surface smooth to proper plumbs and level and providing grooves as shown in the drawning including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge.Ground Floor |
| 31 | First floor |
| 32 | Providing 16mm thick Cement Plaster (1:6) on the rough surface of masonry walls for all floors including racking and joints, scrapping and cleaning the surface and finishing the plastered surface smooth to proper plumbs and level and providing grooves as shown in the drawning including cost of all material, labour, conveyance, loading and unloading, taxes, royalties, sundries, tools and plants etc. complete as per the driection of the Engineer in Charge. Ground Floor |
| 33 | First floor |
| 34 | 6mm thick cement Plaster (1:4) ceiling after rackingout the joints including watering & curing etc. complete with cost, conveyance, royality and taxes of all materials cost of alllabourT&Prequired for the work etc. complete |
| 35 | First floor |
| 36 | Supplying, fitting and fixing vertified tiles in floors of size 600x600mm of approved make with specification of polymer cement based water resistant adhessive bed of requiredd thickness 10mm and filling joints with apoxy grout of approved quality including cost of all materials labour & T & P etc required fo rthe work. |
| 37 | Supplying, fitting and fixing Industrial vertified tiles in floors of size 300x300mm of approved make with specification of polymer cement based water resistant adhessive bed of requiredd thickness 10mm and filling joints with apoxy grout of approved quality including cost of all materials labour & T & P etc required fo rthe work. with cost and conveyance of all materials and labour with T&Prequired for the work taxes and royalties etc. complete ( including cost of screws) in all floors as per direction of the Engineer-in-charge.. |
| 38 | Fixing ceramic tiles in dado,skirting and rises steps 20cm x 30cm / 20cm x 20cm special plane/ printed series of premium grade havingthickness 6.5mm to 6.7 mmconforming to IS 13753 on 12mm thick bed cement morter 1:3 ( 1 cement :3 Sand) jointed with neat cement slurry mixed with pigments to match theshade of thetiles including rubbing and polishingetc. all complete including cost of tiles and labour etc.required for the work as directed by the Engineer-in charge |
| 39 | Suppling fitting & Fixing in position well dressedwell sal wood work inchoukaths including two coats of coaltaring to wall side faces and fixed the same with required No. of W.I clamps with approved quality of screws including cost, conveyance,royalities & taxes of all materials,and cost of all labour T&P required for the work etc. complete as directed by the Engineer-in-Charge |
| 40 | Providing fitting and fixing M.S Grill /Gateof approved quality and design including all cost conveyance taxes etc complete. |
| 41 | First floor |
| 42 | Labour Charges for fitting and fixing inposition of gate & grill directed by the Engineer-in-charges including cost of all labour T&P required for the work etc. complete in all respect. |
| 43 | First Floor |
| 44 | Providing 32mm thick factory made one side laminated flush door shutter with as per IS-2002/92 with splid core BWR Block Board from seasored and treated 2nd class hard wood ,batten binded with phenol formal delite synthetic resigne pressed over suitable adhesive including providing stainless steel hinges,locking arrangement and other fittings andfixed complete in all respect as per direction of Engineer in charge. |
| 45 | Supplying ,Fitting and Fixing up window (sliding type) made up aluminum section 151-154,151-155, as windows frame section No 151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as panel fitted with rubber bending includinglucking arrangement including all fitting including cost of materials all taxes , labour , T&P etc complete as per the direction of Engineer-in charge. |
| 46 | First floor |
| 47 | Priming one coat withany approved shade including sand papering polishing the surface cost, conveyance, taxes of all materialsas directed by the Engineer-in-charge |
| 48 | First floor |
| 49 | Finishing wall with Weather coat painttwo coatsincluding cost of brushes and putty with cost of paints and taxes of all materials and all labour etc complete as perdirection ofthe Engineer-in-charge. Ground Floor |
| 50 | First floor |
| 51 | Finishing wall surface with Acrilic wall putty ( water based ) of approved make and finished smooth and even surface to receive painting , cost, conveyance, taxes of all materials and T&P required for the work including cost of scaffolding ,staging charges etc complete as per the direction of the Engineer-in-charge |
| 52 | First floor |
| 53 | Providing wall painting two coats withplasticemulsion paint to plastered surface including costof emulsion paint , cost , conveyance, taxes of all materials andT&P required for the work etc. all complete as directed by the Engineer-in-charge. |
| 54 | First floor |
| 55 | Painting two coats over a coat of Primer to wood and iron workincluding cost of paint and primer all labour T&P required for the work etc.complete as per direction of the Engineer-in-charge. |
| 56 | First floor |
| 57 | Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of 32mm x 32mm x 2mm @ 0.90 Mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 cows in stair case as per approved design and specification buffing,polishing etc. with cost, conveyance taxes of all materials, labour T&P etc required for the complete in all respect |
| 58 | Labour engagment for cutting small tree & cleaning the campous etc complete. |
| 59 | Supplying, fitting and fixing cheker tiles in floors of size 300x300mm of approved make with specification of polymer cement based water resistant adhessive bed of requiredd thickness 10mm and filling joints with apoxy grout of approved quality including cost of all materials labour & T & P etc required fo rthe work. |
| 60 | Providing fitting and fixing of W.I Clamp etc |
| 61 | 2.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite chips. including hoisting, lowering, and laying in postition in layers not exceeding 150mm. thick with proper packing and ramming to proper slope and level including watering, curing with cost, conveyance, royality, taxes, labour, T&P and all other materials required for the work, finishing the exposed surface smooth, providing grooves and beads where ever necessary etc. complete in all respect as per the specification and including 1% cess as per direction of the Engineer-in-Charge |
| 62 | First floor |
| 63 | Dismentaling brickwork, stone nasonry in cement mortar under 3meter height including stacking the useful material for reuse and removing the debris within 50 meter lead. etc.complete asdirection by theEngineer-in-charge |
| 64 | Dismentaling & removingCement Concrete (1:2:4) including stacking of thematerials for re-use & removing the depris within 50m. Lead including cost of all labour, T&P etc. complete asdirection by the Engineer-in Charge. |
| 65 | Dismantling & removing RCC Column beams slab,stair case landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead.as per direction of the Engineer-in-charge |
| 66 | Supplying of Dozzer D-60 A-15 for cleaning the PIT area 150 cum/1 hour |
| 67 | Carriage of Dismentaling materials from work site toout side with in 8 km lead and lift including all labour as per direction of the Engineer-in-charge |
| 68 | ELECTRICAL INSTALLATION Recessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metallic PVC flexible conduit with 5Amp, 250V modular type switch ISI marked and modular ceiling rose ISI marked mounted on modular MSbox having front modularcover plate of suitable size, modular MSbox with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection (Make of wire-as approved by PWD Odisha) Group-AL.P. |
| 69 | Group-BL.P. |
| 70 | Group-CL.P. |
| 71 | Group-AF.P. |
| 72 | Group-BF.P. |
| 73 | Group-CF.P. Ex. F.P. |
| 74 | S/F of Modular Computer point consisting of 3 no. of 6/16 Ampswitch and sockets |
| 75 | S/F of 6 Amp modular switch and socket on existing board |
| 76 | S/F of 6/16 Amp modular switch and socket on separate board |
| 77 | S/F of AC point modular type including 15 Amp socket, starter,32 Amp DP MCB and top as required |
| 78 | Recessed wiring to submain in the following sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked conforming to IS-694/1990 in the following mm dia non-metallic heavy duty flexible conduit 1.6 mm thick along with the following sq.mm FR PVC insulatedsingle core multistrand copper conductoras earth wire as required.(Make of wire-Finolex/L&T/Anchor/Havells/V-Guard//HPL etc.as approved by PWD Odisha)2 X 1.5 sq.mm +1 X 1.5 sq.mm in 20 mm dia |
| 79 | 2 X 2.5 sq.mm +1 X 1.5 sq.mm-do- |
| 80 | 2 X 4 sq.mm +1 X 1.5 sq.mm -do- |
| 81 | 4X6 sqmm. +1X 2.5sqmm. In 32 mm dia |
| 82 | Supply and fixing of following way double pole/ triple pole steel MCB distribution board 240/400 V on surface/recess complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (but with out MCB/ RCCB/ Isolator) make-(as approved by PWD Odisha) 4 way double door DB |
| 83 | 6 way (6+18) way double door TPN DB |
| 84 | 63 Amp TPN MCB |
| 85 | 5amp-32 Amp SP mcb B/C series |
| 86 | S/F of 20 watt LED Tube Light(make- as approved by PWD Odisha) |
| 87 | S/F of 15 watt LED bulb (make- as approved by PWD Odisha) |
| 88 | S/F of25 watt LED street light (make- as approved by PWD Odisha) |
| 89 | S/F of ceiling fan 48\" (make- as approved by PWD Odisha) |
| 90 | S/F of exhaustfan300mm (make- as approved by PWD Odisha) |
| 91 | S/F of ceiling fan modular regulator (make- as approved by PWD Odisha) |
| 92 | S/F of modular angle holder (make- as approved by PWD Odisha) |
| 93 | Portable Fire Extinguisher System Supplying, installation, testing and commissioning of CO2 type Fire Extinguisher 4.5 kg capacity confirming to IS: 2878 made Irom ISI marked seamless cylindci continuing to IS: 7285. fitted with ISI marked controlled valve continuing to IS: 3224. high pressure Imtr discharge hose it horn complete with initial gas charged with carry i ng handle it wall mounting s per direction of Engineer in charge. Make- Safex or equivalent |
| 94 | SITC of Inverter 1 no. 2 KVA inverter with Battery of with 2no. 200 AH( Luminous/ Excide or any reputed make) |
| 95 | S/F of battery stand |
| 96 | SUPPLY AND FIXING OF 1no. of cubicle panelof 2mm thick CRCA panel box of follwing dimensuion:-0.8 m x 0.8 m(30 cm depth)= 0.64 sqmtrin complete fabrication of metal clad,powder coated,compartmentalised cubicle panel as per CPWD Electrical specification including insulated busbars,supports,interconnections,erection of switchgears and making provisions of incoming/outgoing cables etc.- |
| 97 | S/F of Ammetter (0 to 500A) with selecter switch including Make- AE all accessories, Make - A.E./L&T/C&S or equivalent |
| 98 | S/F of Voltmeter(0 to 500A) with selecter switch including all accessories, Make - A.E./L&T/C&S or equivalent |
| 99 | S/F ofIndicator lamp with toggle switch and fuse. Make- A.E./L&T/C&S or Equivalent |
| 100 | S/F of C.T. Coll upto 400/5amps including all connection. |
| 101 | S/F of 100 Amp DU100H Type 30 KA 4 PoleMCCB with adjustable setting thermal range of 80-100 Amp. (L&T/C&S/HPL or equivalent) |
| 102 | Provision for cable glands,lugs, cable marker etc. |
| 103 | Supply of followingAl.PVC Armoured Cable (make-as approved by PWD Odisha) 50 sqmm. 3.5 core cable |
| 104 | Cable laying on surface exceeding 25 sqmm. but not exceeding 120 sqmm. |
| 105 | S/L of 25mmx5 mm G.I. earth strip in ground |
| 106 | S/L of 3 mtr. Long 40 mm dia G.I. Standard Earthingwith saltand charcoal complete in all respect including cover plate etc. |
| 107 | PUBLIC HEALTHSupplying allmaterials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to C-PVC / ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall , ceiling and floor, testing all complete as per specification and direction of the Engineer in charge. 20 mm dia C-PVC Pipe. In ground Floor - |
| 108 | 25 mm diaC-PVC Pipe. In ground Floor - |
| 109 | 32 mm dia C-PVC Pipe.In ground Floor - |
| 110 | 32 mm diaC-PVC Pipe. In 2ndFloor - |
| 111 | Supplying all materials, labour, T&P and cutting holes through existing brick work including makinggood thedamagesincementmortar ( 1:4) for takingGI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in charge.In 1stFloor - 250mmthick wall |
| 112 | Supplying all materials, labour, T&P and cutting holes through existing brick or laterite masonry wall for taking HCI pipes and fittings including making good the damages etc all completeas per PH specification and direction of the Engineer in charge. 250mm to 375mmthick wall |
| 113 | Supplying allmaterials, labour, T&P and cutting grooves in pucca floors and walls for takingGI/PVC pipes and making good the damages as per the direction of the Engineer in charge. In ground floor- |
| 114 | Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer in charge. (Fixtures make of Brass / G.M / C.P fittings are to be pre-approved by the E.I.C) 15mm dia CP bib cock (Plaza/AquaticMake) |
| 115 | 15mm dia CP pillar cock (Plaza/AquaticMake) |
| 116 | 15mm dia CP Long body bib cock (Plaza/AquaticMake) |
| 117 | 15mm dia CP angle stop cock (Plaza/AquaticMake) |
| 118 | Two-way Bib cock |
| 119 | Health Faucet |
| 120 | 25mm dia Grass or G.M. Full way Valve(Shakti Make) IS:778 - 1984 class-I |
| 121 | 32mm dia Grass or G.M. Full way Valve(Shakti Make) IS:778 - 1984 class-I |
| 122 | 15mm dia CP Extension Piece |
| 123 | 15mm dia CP Flange |
| 124 | 125mm dia. CP grating |
| 125 | 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 or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method /as per manufacturer\"s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the engineer in charge. 110mm diameter U-PVC SWR pipes (Ashirvad / Supreme Make) |
| 126 | 75mm diameter U-PVC SWR pipes (Ashirvad / Supreme Make) |
| 127 | 110mm dia U-PVCplain Bend |
| 128 | 110mm dia U-PVCDoor bend |
| 129 | 110mm U-PVCVent Cowl |
| 130 | 110mm U-PVCsocket plain |
| 131 | 110mm U-PVCoffset without ear |
| 132 | supplying all materials, labour, T&P and fitting and fixing 10 litres capacity low level flushing cistern with a pair of cast iron or M.S brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle, unions and couplings for connection with inlet, outlet and overflow pipes,32mm dia CP flush bend,15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting the inlet pipe with supply main etc all complete as per specification and direction of the Engineer in charge.10 litres capacity PVC LL cistern (Slimline-white) |
| 133 | Supplying all materials, labour, T&P and fixing Wash Down Water Closet (European type W.C pan) with integral ‘S’ or ‘P’ trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per specification and direction of the Engineer in charge |
| 134 | Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level and placing the tank to the required position and providing 1st class K.B.Brick work in cement mortar (1:6) of 0.46mt. height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C.slab of size 1.60mt.x1.60mt. and 0.10mt. thick, R.C.C. beam of 0.25mt.x0.30mt. and 2.60mt. average length in cement concrete (1:2:4) using 12mm size h.g.chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the E.I.C. (Staging for 2000 litre capacity water storage tanks in 2nd Floor) |
| 135 | Supplying all materials ,labour ,T&P andfixing Wash basin with hole for pillar taps with cast iron or MS brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. fixing pedestralfor wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered \"Hot\" and \"Cold\" with long screws, shanks and back nuts of 15mm dia nominal bore, fixing15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin , fixing 12mm dia CP brass waste etc.all complete as perspecification and direction of Engineer-in-charge. wash hand Basin with pedestal (Hindware/parryware Make) |
| 136 | Supplying all materials,labour, T&P and fixing standard sized CP towel rail complete withCP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge25mmx600mm long CP towel rail |
| 137 | CP Towel ring |
| 138 | Supplying all materials ,labour ,T&P andfixing CP Soap Holder complete with CP brass bracketsfixed to wooden plugs with chromium plated brass screws etc.all complete as perspecification and direction of Engineer-in-charge. CP soap holder |
| 139 | Supplying all materials, labour, T&P and fixing mirror of superior glass mounted minimum 5m thick on 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer in charge. Mirror(Bevellededge) 600mmx450mm |
| 140 | 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 3.00mm 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 with FRP frame of size 45x90mm of Darwaja Make or equivalent as per direction of E.I.C. Per Sqm. 1*0.80*2.10 |
| 141 | Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge. In ground floor- 1.21*1.83*0.15 |
| 142 | Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12mm size crusher broken hard black granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge.In ground floor 1*1.21*1.83*0.10 |
| 143 | Supplying all materials, labour, T&P and providing brick work with F.A bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge.In superstructure -In groundfloor 2.73*0.127*2.43 |
| 144 | Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,paymentof royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge. In ground floor |
| 145 | Supplying all materials, labour, T&P and fixing porcelain glazed tiles in dados skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigments to match the shades of the tiles etc.complete as per direction of the Engineer in charge. ( Porcelain wall tiles of size of 30cm x 30cm of Kajaria / Johnson / Somany make) conforming to IS 13753 of size 45cmx30cm special plain / printed series to be pre-approved by the Engineer-in-charge)In ground floor Same cement plaster |
| 146 | Supplying all materials, labour, T&P and providing ceramic tiles in floors, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles etc.complete as per direction of the Engineer in charge. (porcelain floor tiles of size 40cm x 40cm ofKajaria / Johnson / Somany Make) conforming to IS 13755.In 1st floor- 1*1.83*1.21 |
| 147 | Supplying all materials ,labour ,T&P and constructing Inspection Chamber ofinside size 760mmx 760mmx 460mmwith cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips,12mm thick cement plaster (1:3)with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty, all taxesetc. all complete as perapproved drawing, P.H specification and direction of Engineer-in-charge Inside size : 760mmx 760mmx 460mm |
| 148 | Supplying all materials, labour, T&P and constructing man hole chamber of the following sizewith cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class K.B brickwork in cement mortar(1:6), moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips,12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC man hole cover, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge. |
| 149 | Supplying all materials, labour, T&P and constructing gully trap chamber of the following inside size with 8cm thick R.C.C precast cover slab in cement concrete (1:2:4) mix using 12mm size h.g chips, foundation concrete (1:4:8) using 40mm size hard granite metal on bed and around trap, K.B brickwork in c.m (1:6) in F&P and inside 12mm thick cement plastering (1:3) finished with a floating coat ofneat cement including fixing 100mmx100mm size HCI gully trap,150mmx150mm size C.I grating etc all complete as per approved drawing, specification and direction of the Engineer in charge |
| 150 | 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 K.B brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size 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 worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge . 1.20m dia x 2.00m deep soakway pit |
| 151 | Supplying all materials,labour,T&P and laying in trenches ( to level or slope ) unplasticized PVC pipe conforming to IS:4985/2000 of the following outside dia for class-3 (0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/ as per manufactures\"s providing and laying in trench cement concrete(1:4:8) with 40 mm size hard granite metal in the Type-C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge.160mm dia U-PVC pipe (Alround concrete ) |
| 152 | Supplying all materials,labour T&P and providing window sliding (Alluminium Louvers) type made alumunium section 9778 in window section 4095 & 4096 & 3994 in shutter frame 5mm thick glasspanel fitting with rubber bending inding socket arrangement etc.all complete as per the direction of the Engineer-in-charge. 1*0.60*0.30 |
| 153 | Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of theEngineer-in-Charge. 3.29*2.09*1.50 = |
| 154 | Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of embankments and road works and ordinary earthwork in general. 3.29*2.09*0.63 = |
| 155 | Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including cost,conveyance of all material to work site payment ofroyalty,taxes etc all complete as per the direction of Engineer-in-Charge.3.29*2.09*0.20 = |
| 156 | Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 4cm size hard granite metal including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 3.29*2.09*0.15 = |
| 157 | Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 3.29*2.09*0.10 = |
| 158 | Supplying all materials, labour, T&P and providing brick work with FA bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:6) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge |
| 159 | Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:4) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge |
| 160 | Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials toworksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge |
| 161 | Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge. |
| 162 | Supplying all materials, labour,T&P and providing M.Sreinforcement for R.C.C work including cutting,bending, binding, and tying the grills and placing in position includingcost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge. |
| 163 | Supplying all materials, labour, T&P and providing cement concrete (1:1.5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge 2.86*1.66*0.10 = |
| 164 | Supplying all materials, labour, T&P and providing,fitting and fixing 100mm x 100mm x 100mm SW Tee in wall including filling the recess with cement concrete (1:3:6) with 12mm size h.g chips all complete including watering, curing, conveyance of all materials to worksite, payment of royalty all complete as per specification anddirection of the Engineer in charge |
| 165 | Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls ofman hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge. |
| 166 | Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge |
| 167 | Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) Cooler-cum-Purifier of size (700x430x460mm ht) with water cooling capacity of 40 PPH with contineously flow with one faucet having option for cold water and normal water etc.with internal water supply connection complete as per direction of the Engineer-in-charge. |
| 168 | Stainless steel stand for aquaguard |
