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Tender For Repair And Rehabilitation Work With Guiniting Method Of Dic Building Ramgarh Jharkhand Including Boundary Wall And Other Civil Components Of Works., ramgarh-Jharkhand

Jharkhand Industrial Infrastructure Development Corporation Limited has published Tender For Repair And Rehabilitation Work With Guiniting Method Of Dic Building Ramgarh Jharkhand Including Boundary Wall And Other Civil Components Of Works.. Submission Date for this Tender is 22-04-2024. Wall construction Tenders in ramgarh Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

43083561
Corrigendum : Tender For Repair And Rehabilitation Work With Guiniting Method Of Dic Building Ramgarh Jharkhand Including Boundary Wall And Other Civil Components Of Works.
Open Tender
Indian
Jharkhand
ramgarh
22-04-2024

Tender Details

Repair And Rehabilitation Work With Guiniting Method Of Dic Building Ramgarh Jharkhand Including Boundary Wall And Other Civil Components Of Works.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-Apr-2024 Corrigendum 1 Other 22-04-2024

Key Value

Document Fees
INR 11800 /-
EMD
INR 144500.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Repair and Rehabilitation work with guiniting method of DIC building, Ramgarh, Jharkhand Including Boundary wall and other Civil components of works.
Sl. No. Item Description
1Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
2PVC Screen & tin sheet protectionto avoid any dismental parts for outside roads and adjacent buildings.
3Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 25 mm average thickness
450 mm average thickness
5Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge.
6Replacement of sufficient damaged reinforcement by welding including materials cost,mobilization,cost etc complete as per directionof Engineer-in-charge.
7Providing,mixing and applying SIKA TOP ARMATEC 108 or equivalent @ 0.70 kg/ sqm (single coat) as approved by Engineer-In-Charge and as per manufacturers specfications for anti-corrosive tratment of reinforcement and adjacent concrete (considering 40% of the dismantled concrete surface ) all complete as per direction of Engineer-In-Charge. (work is to be executed upto 23 meter height above G.L.)
8Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
9Guiniting the damaged R.C.C columns ,beams and slabs after applying a bonding coat when it is taking (cement coarse sand ) =1: 3 and SIGUNIT powder or equivalent as approved admixture as Additive set accelerator@ 2% to 4% by weight of cement and SIGUNIT powderwater = 1:4 to 10 (by volume) as per manufacturer"s specifications including other cost like mobilization etc. complete (Bond coat shall be paid separately).(work is to be executed upto 23 metres heights above G.L.)25mm thick in Grade M 25 with cement content not less than 330 kg per cum
10Plastering in cement mortar 1:3 (1 cement : 3 Fine sand) of 12 mm thick admixed with water proofinf compound of approved make such as palstrocrate super or equivalent @2% by weight of cement as per manufacturers specification complete at all height as per direction of Engineer-in-Charge.
11Grading roof for water proofing treatment withement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
12Cement mortar 1:3 (1 cement : 3 coarse sand)
13Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/ 250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane( 3 mm thick)
14Dismantlingold plaster and pointing in cement or lime and raking out joints to 15 mm,depth wateringand disposal unservieable materials with all lead all complete as per directed by E/I
15Dismantling dressed stone work ashlar face stone work,marble work or precast concrete work manually by machanical means. including stacking of serviceable materials and disposal of unserviceable material within50 Mtr. lead as per direction of E/I
16Extra for cleaning the old surface by scrapping the entire old white wash or colour wash including cost of scaffolding all complete as per direction of E/I
17Labourfor cutting old mosaic or precast terrazo tiles including cost of removing dirt,rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curring,taxes and royalty all complete as per building specification and direction of E/I
18Dismantling Steel Work Grill for windowsincluding stackingservieablematerials in countable stacks within 50 M lead and disposal of unservieable materialswith all lead all complete as per directed by E/I(Of area beyond 3 Sqmand below)
19Dismantling doors,windows and clerestory windows ( steel or wood) shutter including choukhat, architrave, holdfasts etc. complete and stackingwithin 50 M lead.
20Dismanteling of flushing cictern of all types (C.I/ PVC/ Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materialswithin 50 Mtr.lead.
21Dismantlingplain cement or lime concreteworkincluding stackingservieablematerials in countable stacks within 50 M lead and disposal of unservieable materialswith all lead all complete as per directed by E/I
22Taking down chaukhat in door including stacking serviceable materialswithin 50 M lead and disposal of unservieable materials with all leads all complete as per direction of E/I.
23Taking down old door and windows shutters including stacking serviceable materials within 15 M leads and disposal of unserviceable materials with all leads all complete as per direction of E/I.
24Extra for mixing Recron 3S of reliance or equivalent in cementconcrete of all thickness in the proportion of 1 packet. (Roof Treatment Materials)
25Providing 6 mm Thk. cement plaster(1:4) in ceiling with clean coarse sand of FM-1.5including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I
26Providing 12mm thick with mixing intergalwater proofing compound in cocrete or plaster as pe manufacture specification anddirection of E/IBand Sika plastocreate plus,MYK proof WP 10 OSROC-Conplast X 4211 C,Dr. fixit,Pidiproof LW+ or Equivalent.
27Providing 12 mm Thk. cement plaster(1:6) with clean coarse sand of FM-1.5including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I
28Providingand laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20 nominal size)
29Supplying,fiting and fixing M.S.grillwith M.S. grills made of 20x6mm M.S. flats or 16mm M.S. square bars fitted on 25x25x6mm M.S. Angle frame including cost of fabrication, providing necessary locking arrangement with haskal and dommy duty fixed in P.C.C. (1:2:4) blocks of required size ,applying a priming red lead paint over steel work taxes all complete as per draewing specification and direction of E/I
30Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacture),of 1st quality conforming to IS: 15622, of approved make in all colour,shades except white Ivory,Drey,Fume Red Brown laid on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand),jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete
31Providing andfixing Ist qualityCeramic glazedwall tiles conforming to IS:IS: 15622 (Thickness to be specified by the manufacturer),of approved make, in all colour, shades except brugundy,bottle,green,black of any size as approved by E/I, in skirting risers of steps and dodo,over 12 mm thick bed of cement mortar 1:3 (1 cement:3 coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm,including pointing in white cement mixed with pigment of matching shade complete.
32Power coated aluminium (minimum thickness of power coating 50 micron)
33With float glass panes of 5.0 mm thickness (weight not less trhan 12.50 kg/ sqm)
34Providing & fixing stainless steel (grade-304) railling made of hollow tubes channels, plates etc. Inculding welding, grinding, buffing, polishing and making curvature (whereever required ) and fitting the same with necessary stainless steel nuts and bolt complete, I/C fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of E/I (for payment purpose only weight of stainless steels members shall be considered execulding fitting accessories such as nuts bolts,fastner etc.)
35Fixing with adjustable lugs with split end tail to each jamb
36Supplying, fitting and fixing 35mm thick solid core type decorative single leaf flush door shutter with both sides decorative veneered with black board core bended with high quality phenol formal dehydes synthetic resine of standard make with Aluminium fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I.
37Proving and fixing factory made PVC door frame size 50x47 mm with a wall thickness of 5 mm made out of extruded 5 mm ridge PVCfoam sheet,mitred at corners and jointed with 2 nos of 150 mm long brackets of 15 x15 mm M.S square tube,the vertical door frame profiles to be reinforced with 19x19 mm M.S sqatre tube of 19 mm gauge,EPDM rubble gasket weather seal to be provided though out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer"s specification and direction of E/I
38Providing anf fixing factory made panel PVC shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mmx19 mm for styles and 15x15mm for top and bottom rail,M.S. frame shall have a cost of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC "C" channel of size 30 mm thickess,70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall bed in 45 degree on the inner side to form top and bottom rail 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form sides to form lock rail ,top,bottom and lock rail shall be provided both side of the panel,10mm (5mmx2) thick.20mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail, panelling of 5mm thick both side PVC shrrt to be fittted in the M.S. frame welded/ sealed to the styles and rails with 7 mm (5mm+2mm) thickx15mm wide PVC sheet beading on inner side,and jointed together with solvent cement adhesive.An additional 15 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive etc. complete as per direction of E/Imanufacture"s specification and Drawing.30 mm thick pre laminated PVC door shutters
39Supplying,fiting and fixing 20 gauge G.C.I sheet gate fitted on M.S Angle frame of size 60x60x6 mm including cost of fabrication providing necessary locking arrangement with huskal and domny duly fixed in P.C.C. 1:2:4 blocks of required size applying priming red lead paint over steel surface taxesall complete as per building specification and direction of E/I
40Making plinth protection 50 mm thick of cement concrete (1:3:6) (1 cement:3 coares sand:6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size,well remmed and consolidated and grouted with fine sand,including necessary excavation.levelling and dressing and finishing the top smooth.
41Providing 250 mm widebrick drain in cement mortar (1:6) with av. 150 mm clear depth and 250 mm apron including cost of earth work involved with 75 mm cement concrete (1:4:3)over one brick degination75 A, flat soling in proper grade and slope at the base ,the drain duly plastered in C.M (1:3) with punning over exposed surface all complete as per building specification and direction of E/I.
42Providing and applying white cement based putty/ White Cement of average thockness 1 mm,of approved brand and manufacture,over the plasrered wall surface to prepare the surface even and smooth complete:
43Wall painting with acrylic emulsion paint of approved brand and manufacture to cive an even shadeTotal Plastered area .Out-side plastered area. (Two or more coats on old work)
44Providing two coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing the floor and taxes all complete as per building specification and direction of E/I
45Providingtwo coat of painting with ready mixed paint of approved shade and make over old wooden surface including cleaning the surface thoroughly,scaffolding and taxes all complete as per building specification and direction of E/I.
46Providing two coats of synthetic enamel paint of approved shade and make over old Wooden surface including cleaning the surface thoroughly,scaffolding and taxes, all complete as per building specification and direction of E/I.
47Providing Two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly,scaffolding and taxes all complete as per building specification and direction of E/I.
48Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly,scaffolding and taxes, all complete as per building specification and direction of E/I.
49Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as IS:1868) trasparent or dyed to required colour or shade,with necessary screws etc. complete125x63x4mm
50Providing and fixing aluminium tower bolts,ISI marked anodised (anodic coating not less than grade AC 10 as IS:1868) trasparent or dyed to required colour or shade,with necessary screws etc. complete200x10mm
51Providing and fixing chromium plates brass handle with necessary screws,nut and washers etc. complete-125 MM
52Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal ofexcavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I.
53Extra for earth work hard soil (Vide classification of soil item-B) as per approved design building specification and direction of E/I
54Earth filling in foundation trenchesand plinth in layers not exceeding 150 mm thick well watered rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M & lift of 1.5 M all complete as per building specification and direction of E/I.( mode of measurement compacted volume)
55Providing coarse clean sand in filling in foundation trenchesor plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of materials, Labour, royality & taxes all complete as per building specification and direction of E/I. ( mode of measurement compacted volume)
56Providing designation 75B one brick flat soling joint filled with local sand including cost of watering.
57Providing designation 75B edge brick soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
58Providing P.C.C M-100 with nominal mix (1:3:6) in foundationwith approved quality of stone chips 20 mm to 6 mm graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in cement mixer & placing in position , vibrating, striking, curing. royalty and taxes all complete job as per building specification and direction of E/I.
59Providingand laying in position ( P.C.C) M-75cement concrete of specified grade excluding the cost of centering and shutting-All work upto plinth level. 1:4:8(1 cement :4coarse sand (zone-III):8 graded stone aggregate 40 mm nominal siZE)
60Reinforced cement concrete work in beam,suspended floors,roofs having slope 15 degree landing,balconies,shelves,chujjas, lintels,band,plain windows sills,stai cases and spiral stair cases above plinth level upto floor five level,excluding the cost of centering,shuttering,finishing and reinforcement,with 1:1.5:3 (1 cement:1.5 coarse sand(zone-III) :3 graded stone aggregate 20 mm nominal size).
61Cenering and shuttering include shuttering propping etc. and removal of from forSuspended floors,Roofs,Landing,Balconies and access Platform with water proof ply 12 mm thick
62Cenering and shuttering include shuttering propping etc. and removal of from forEdges of Slab and Breaks in floor and wallAbove 20 Cm Wide
63Cenering and shuttering include shuttering propping etc. and removal of from forFoundation,footing,bases of columnmetc.for mass concrete
64Cenering and shuttering include shuttering propping etc. and removal of from forColumn,Pillars Piers,Abutment post and sturts
65Providing Tor steel reiforcement of 8mm. 10mm, 16 mm& 20mm dia. Bars as per approved design and drawing excludinjg carriage of M.S. bars to work site, cutting, bendig and binding wiith annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
66Providing designation 75 A brick work in C.M. (1:6) in foundation with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to 15mm depth , curing, taxes and royalty all complete as per building specification and direction of E/I.
67Providing designation 75-A brick work in C.M.(1:6) in Super-structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to 15mm depth , curing, taxes and royalty all complete as per building specification and direction of E/I.
68Providingand laying in position specified grade of reinforced cement concrete ( in foundation) M-200,excluding the cost of centering,shutting andfinishing reinforcement-All work upto plinth level.(Footing)1:1.5:3 (1 cement :1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal size)
69Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia. 140mm,73mm height,top lid of 1.5 mm thick M.S sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S sheet box by means of 3.3mm dia. round headed screws,one lock at the corner,Clamp shall be made of 12 mm dia. M.Sbar bent to shape as per direction of E/I
70Providing and laying factory made chamfered edge cement concrete paver block in footpath ,parks,lawn,drive ways or light traffic parking etc. of required strength,thickness and size/shape,made by table vibratory method using PU mould,laid in required colour and pattern over 50 mm thick completed bed of sand,completing and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory completion by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand. complete all as per direction of E/I 80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern.
71Supplying and fixing rolling shutter of approved made of required size m.s. laths,interlocking together trough their intire length and jointed together at the end by end locks,mounted on specially designed outside locking with push and pull operation complete,including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength comformingto IS:4454 Part-I and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S laths with 1.25 mm thick top cover
72Providing designation 125mm thick reinforced designation 75 A brick work in C.M. ( 1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 includingthe cost of screening,carriage materials scaffolding, raking out joints to 15mm depth , curing, taxes and royalty( but excluding the cost of reinforcement) all complete as per building specification and direction of E/I.
73Supplying and fixing cover without frame for manholes:-455x610mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 Kg
74Providing and laying non pressure NP2 class ( light duty) R.C.C. pipe with collars jointed with stiff mixture of cement mortar in the proportion if 1:2 (1 cement:2 fine sand) including testing of joints etc. complete.150mm dia. R.C.C pipe
75Constructing brick masonary chamber for underground C.I. inspection chamber and bends with brick in cement mortar 1:4 (1 cement:4 coarse sand) C.I. cover plate frame (light duty) 455x610 mm internal dimensions,total weight of cover with frame to be not less than 38 kg(weight of cover 23 kg and weigth of frame 15 kg) R.C.C. top slab with 1:1.5:3 mix ( 1 cement:1.5 fine sand:3 graded stone aggregate 20 mm nominal size) ,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimension 500x700 mm and 45 deep for pipe line with one or two inletWith common brunt clay F.P.S ( non modular) bricks of class designation 7.5
76Providing 1.5 mm cement punning includind curring, carriage of water with all leads and lift as per building specification and direction of E/I.
77Providing 12 mm Thk.water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 mm with 5 % cico or any other approved water proofing compound including screening,curring with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I
78Structural steel work riveted, bolted or welded in built up section, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
79Providing corrugated G.S. sheet rofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. Limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces) exclding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275gm/m2
80Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks,bolt and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
81Supplying,filling and spreading and levelling stone boulders of size range 5 cm to 20 cm,in recharge pit,in the required thickness,for all leads and lifts,all complete as per direction of E/I
82Supplying,filling and spreading and levelling gravels of size range 5 mm to 10 mm,in recharge pit, over the existing layer of boulders.in the required thickness,for all leads and lifts,all complete as per direction of E/I
83Supplying,filling and spreading and levelling coarse sand of size range 1.5 mm to 2 mm,in recharge pit, over the existing layer of gravels.in the required thickness,for all leads and lifts,all complete as per direction of E/I
84Supplying,assembling.lowering and fixing in vertical position in bore unplasticized PVC medium well screen (RMS) pipe with rib conforming to IS: 12818 hire and labour charge,fitting and ,including accessories etc.all complete,for all depths,as per direction of E/I 150mm nominal size dia.
85Supplying,assembling.lowering and fixing in vertical position in bore unplasticized PVC medium well casing (CM) pipeof requiredconforming to IS: 12818 ,includingrequired hire and labour charge,fitting and accessories etc.all complete,for all depths,as per direction of E/I 150 mm nominal size dia.
86Providing and fixing M.S. suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe,removable as per requirement all complete for bore well of 150 mm dia
87Supplying,fitting and fixing M.S.40x40x4 mm IS2062 Grade A M.S. engle,hoisting steps,welded with 6 mm dia and 75 mm long M.S rods, anchore fixed in conctrete steps at the time of casting including taxes all complete as per direction of E/I
88Providing and fixing 150 mm coir mat nylone net at the top of Richarge Chamber with all complete as per direction of E/I
89Providing and fixingChlorinated Polyxinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply,including all CPVC plain brass threaded fittings. This includes joining of pipes and fittings with one step CPVCsolvent cement,trenching,refilling and testing of joints complete as per direction of E/I,100 mm nominal dia.of pipe
90Elbow32 mm nominal dia threade
91Cost of drilling 200 x165x123mm deep bore well in all kind of soil and rock in rural area for insalation of pump set with Hydrolic DTH ring machine all complete including all materials,tools,drilling ring,air compressure and equipment as well as fule,lubricant and cost of transporation of ring machine and other vertical up to site.
92From 0.00 M to 50.00 M
93From 51.00 M to 100.00 M
94From 101.00 M to 150 M
95Supplying,assembling,lowing and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS:12818,including required hire and labour charges,fitting and accessories etc. all complete,for all depths,200 mm nominal size of dia.
96Development of tube well in accordane with IS: (part-I) and IS: 11189,to establish rate of unstable water yield with outsand content (beyond permissible limit) with required capacityaircompressor,running the compressor for required time till well is fully developed,measuring yield of well by "V" notch method,collecting weter sample and getting testedin approved laborattory,i/c disinfection of tube well,all complete,inluding hire and lobour charges of air compressor,tools and accessories etc. all as per requirement and direction of E/I
97Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe,removable as per requirement.all complete for bore well of : 200 mm dia.
98Providing and fixing M.S. clam of required dia. to the top of casing/housing pipe of tube well as per IS: 2800 (Part-I),including necessary bolts and nuts of required size complete.200 mm dia.
99Supplying 100 mm dia. Submersible pump sets conforming IS: 8034 and motor conforming IS :9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polyproylene/noryl impeller,motor suitable for working on 415+10,2 HP,50 Hz,AC supply with cable guard,thrust carbon/fiber bearing to withstand entire hydaulic thurst,water proof winding shall be provided.The pump set shall be suitable for direct coupling,pump shall have suitable outlet sa per manufactures design,Anti theust stream lined non return vave shall be provided with pump,3 metre submersible copper conductor cable in single/double run shall be provided with each pump Submersible pump set 100 mm dia. (with Polypropylene/Npryl Impeller) up to 20 stages 2 HP
100Supplying fitting and fixing of standard make starter pannel Board with arrangement of all necessary protection including all taxes,royality etc. all complete. Job as per direction of E/I
101Supplying fitting and fixing 3 core 4 sq.mm Flat copper submersible cable FINOLEX/HEAVELS makeincluding all taxes,royality etc. all complete.as per direction of E/I
102Supply fitting and fixing lowering 50 mm dia.G.L column pipe -do-do all complete job as per direction of E/I
103Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast iron P or S trap,10 litre low level white P.V.C. flushing cictern,including flush pipe,with manually controlled device (handle lever) conforming to ISI : 7231,with all fittings and fixtures complete,including cutting and making good the walls and floors wherever required.White vitreous china Orissa pattern W.C pan of size 580 x 440 mm with integral type foot rests
104Providing and fixing C.P. brass bib cock of approved conforming toIS; 8931 : 15 mm nominal bore
105Providing and fixing on wall face unplasticised Rigid PVCrain water pipesconforming to IS: 13592 Types A ,including jointing with seal ring conforming to IS: 5382,leaving 10mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
106Providing and fixing CPVC ( Chlorinated Polyxinyl Chloride pipes,having thermal stability for hot and cold water supply,including all CPVC plain brass threaded fittings,i/c fixing the pipe with clamps at 1.0 m spacing.This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I.15 mm nominal outer dia pipes
107Providing and fixing unplasticised-PVC pipe clipof 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 fixing cement mortar 1:4 (1 cement:4 coarse sand) and making good the wall etc. complete.110mm
108Elbow110 mm nominal dia threade
109. Single Tee without door 110x110x110mm
110Providing and fixing wash basin with C.I. brackets 15mm C.P brass pillar tap,32mm C.P. bress waste of standard pattern,includingpainting of fitting and brackets,cutting and making good the walls wherever required.White Vitreous chaina Wash basin size 630x450mm with a pair 15 mm C.P. brass pillar taps.
111Providing and fixing C.P. brass angle valve for basin mixer and geyser point of approved quality conforming to IS; 8931 15mm nominal bore.
112Providing and fixing P.V.C..waste pipe for sink or wash basin including P.V.C. waste fitting complete..Flexible pipe 32mm dia.
113Supplying,fitting and fixing the following items complete with all materials as per specification and direction of E/I.
114Mirror of 6 mm thick plate glass bevelled edge mirror including C.P. brass revolving fitting 3 mm ply wood board and C.P. hinges to fix with mirror.
115Size-450mmx300mm
116C.P. brass tower rail 20mmx600mm with bracket container
117C.P brass liquid soap container
118Carriage of Materials
119Stone Chips,Lead-15 Km
120Bricks,Leads-8 Km
121Stone Metal,Lead-15 Km
122Stone Boulder-Grade-I,Lead-15 Km
123Gravel Grade-ii.Lead-15 Km
124GST@18%
125Labour cess@1%
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