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Tender For Construction Of Multipurpose Cyclone Shelter At Balinasi Up School In The Dist.Of Puri For The Year 2023-24., puri-Odisha

Rural Works Department has published Tender For Construction Of Multipurpose Cyclone Shelter At Balinasi Up School In The Dist.Of Puri For The Year 2023-24.. Submission Date for this Tender is 25-04-2024. PEB Tenders in puri Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

43181668
Corrigendum : Tender For Construction Of Multipurpose Cyclone Shelter At Balinasi Up School In The Dist.Of Puri For The Year 2023-24.
National Competitive Bid
Indian
Odisha
puri
25-04-2024

Tender Details

Construction Of Multipurpose Cyclone Shelter At Balinasi Up School In The Dist.Of Puri For The Year 2023-24.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Apr-2024 Other Corrigendum Other 25-04-2024

Key Value

Document Fees
INR 10000 /-
EMD
INR 182895.0 /-
Tender Value
INR 1.82 Crore /-

BOQ Items

Name of Work:Construction of Multipurpose Cyclone Shelter at Balinasi UP School in the Dist.of Puri for the year 2023-24.
Sl. No. Item Description
1Providing 375mm dia and 10m long single under reamed bored compaction RCC pile with M-30 grade concrete including cost of boring to required dia meter and depth to plumb and takingprecautionary measure against collapsing of side soildue to presence of water table using bentonite powder etc. concreting and driving the cage made of M.S. / T.S. steel as perapproved drawing into the freshly laid concrete vertically by means of power winch to requireddepth but excluding costofM.S / T.S. steel and labour charges for cutting ,bending and binding ofsteel etc. completeconfirming to IS -2911 specification including necessary routine tests including cost ,conveyance,royalties and taxes of all materials with labour with labour ,labour cess and T&P etc. required for the work complete as perthe specification and instruction of Engineer-in-Charge.
2Earthwork in excavation of foundation in hard soil includingdressing and levelling the bed up to the required depth & removing the excavated earth & depositing the same away from the work site within initial lead of 50 mtr & initial lift of 1.5 mtr, including cost of labour T&P articles required for the work including shoring, shuttering, propping & dewatering if required, etc. complete in all respect as per the specification & direction of the Engineer-in-Charge.
3GroundFloor, Approach Road
4Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
5Approach Road
6Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.
7GroundFloor, Approach Road
8Plain Cement concrete (1:3:6) in foundation and floorsusing 40 mm size clean hardgranite metal of approved quality from approved quarry with cost convenyeance, cost of all labour T&P ramming curing including hoisting and laying concrete in layer not exceeding 0.15 cum depth. Etc. complete as directed by the Engineer-incharge.
9GroundFloor, Approach Road
10Providing, lifting, hoisting, laying RCC M-30 Gradedesign mix using portland slag cement in base of column footings Pile cap, plinth band lintels, chajja, shelf, fins roof slab, balconies, stairecase, parapets windowsills, lofts, railings and copings etc with 20 mm and down graded hard crusher broken aggreate of approved quality from approved quary including weigh batching mixing in approved mechanical concrete mixtures and compacting to proper shape and size level and plumbs and finishing the exposed surface smooth, scaffolding, watering and curing for the required period including cost of material and labour as per direction of the Engineer-in-charge.
11GroundFloor
12Pile Cap
13Grade beam
14Column
15Roof Slab
16Stair Case
17FirstFloor
18Column
19Lintel
20Roof Slab
21Stair Case
22Chajja,Shell/Loft
23Second Floor
24Column
25Roof Slab
26Lintel
27Chajja,Shell/Loft
28Cutting, straightening coiled or bent up M.S. rods, HYSD steel or Tor Steel ofgrade Fe-500-D confirming to I.S.-1786 - 1985welding or jointing if necessary, bending, binding, tying the grills as required for RCC works, and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading of M.S. rods, HYSD steel or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer-in-Charge (payment will be made according to the actual weight of M.S. rod, HYSD steel or Tor steel & binding work consumed in the work.
29Flyash Bricks Masonry work using 250mm X 120mm X 80mm size having crushing strength not less than 75 kgs/ cm2 in cement mortar (1:6) with portland slag cement (PSC) immersing the bricks for minimum 6 hours in water before use with necessary projections, splays, cutting, circular moulding, corbelling etc. including cost, conveyance, royalties, loading and unloading of all materials and all labour for scaffolding, watering and curing, sundries, T&P etc complete as per direction of the Engineer-incharge as per approved specification.
30Foundation
31GroundFloor
32FirstFloor
33Second Floor
34Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with approved grade cement and with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing, rounding of corners etc. complete with cost, conveyance, loading, unloading, royaltiesof all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
35GroundFloor
36FirstFloor
37Second Floor
38Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with approved grade cement and with screened and washed sharp sand for mortar and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing, rounding of corners etc. complete with cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.
39GroundFloor
40FirstFloor
41Second Floor
42Finishing 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, labour T&P etc complete as per direction of Engineer in charge.
43Ground Floor
44FirstFloor
45Second Floor
46Distempering two coat over a coat of priming to the interior surface using approved quality of distemper and water bound primer including cost, conveyance, royaltyof all materials and labor withT&P required for the work complete in all respectas per the specification and direction of the Engineer-in-charge.
47Ground Floor
48FirstFloor
49Second Floor
50Painting over exterior plastered surfaces with two coats of synthetic weather coat over one coat of water bound cement primer of approved quality and shade using the required quantity of paint as specified by the manufacturer to give an even shade and watering the surface before applyingincluding cost of all materials and transportation, all labour, scaffoldings, sundries T&P etc complete as directed by the Engineer-in-charge.
51GroundFloor
52FirstFloor
53Second Floor
54Dressed seasoned sal wood work framed and fixed (wrought and put up) in trusses, purlines, frames of doors and windows, ventilators and beam etc. including cost, carriage,royalty & taxes of all materials, cost of all labour with T&P etc. required for the work complete as per the specification and direction of the Engineer-in-charge.
55Supplying , 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 etc. complete including cost of all labours, materials, conveyance, hardware fitting etc all complete as per direction of the Engineer-In-Charge.
56Supplying, 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 including cost of all labours, materials, conveyance, hardware fitting, loading & unloading, & royalities, sundries & T&P etc all complete as per direction of the Engineer-In-Charge.
57Providing, fitting and fixing tiles in floors,treads and landings on 25mm thick bed of cement mortar (1:1) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing with cost, conveyance, royalty and taxes of all materials, labour charges, T&P etc. required for the work complete in all respect as per the specification and direction of the Engineer-in-charge.
58Kota Tiles (Size above 0.10 Sqm)
59Ground Floor
60First Floor
61Providing, fitting and fixingtiles in dados,skirting and risers of steps on 12mm thick bed of cement plaster (1:3) joined with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing with cost, conveyance, royalty and taxes of all materials, labour charges, T&P etc. required for the work complete in all respect as per the specification and direction of the Engineer-in-charge.
62Kota Tiles (Size above 0.10 Sqm)
63Ground Floor
64First Floor
65Providing average 25mm thick grading concrete (1:2:2) with portland slag cement (IS:455) and 6mm down H.G. aggregate using 2% water proofing cement compound of approved quality after applying two coats of polymer plaster as per approved specification over top of roof terrace including scraping and cleaning the roof surface, laying, plastering and finishing smooth to proper slope and gradient as per direction of the Engineer-in-charge including cost of all materials, conveyance and royalties, scaffolding, watering and curing, all labour, sundries and T&P etc complete as per direction of the Engineer-in-charge as per approved specification.
66Supplying,fitting and fixing of M.S. window grill & iron grill gate made out of (35x35x5)mmsize angular frame with square bar M.S. flat for grills of approved design including one coat of primer, cost, conveyance,royalty of all materials, labour charges T&P etc. required for the work complete including iron fittingsas per the specification and direction of the Engineer-in-charge.
67Painting two coats over new iron works using approved quality of Enamel paint including sand papering & polishing the surface with cost, conveyance, royaltyof all materials, labour charges, T&P etc. required for the work complete in all respect as per the specification and direction of the Engineer-in-charge.
68Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing of ramp, in the walls of toilet for sick personnelusing 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance of all materials, cost of all labour, T&P etc. required for the complete in all respect as per direction of the Engineer-in-charge.
69Construction ofUnreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedgesincluding levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
70Providing and fixing of Fixed Ventilators of approved maketo 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 specification 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. Accessories / gaskets are to be used as per the manufacturer’s supply and specification like handle being made of high grade aluminium powder coated and with nylon receiver and gasket will be made of EPDM. All corner brackets are to be made of CRCA with zinc hosphating. The mullion caps and louvered-clips should be of glass filled nylon. The sections are to be cut to length ,mitre joined with corner bracket and frames are fixed to the concrete/masonry walls by means of self expanding screws and glass to be used of 5 mm frosted complete and as per direction of Engineer-in-Charge.
71E.I. works
72Recessed wiring to Light point/Exhaust Fan Point with 1.5 sqmm, FR PVC Insulated single core multistrand copper conductor of ISI marked with 20 mm dia non- metallic PVC flexible conduct with 5 Amp, 250 V Modular type switch ISI marked and ceiling rose ISI marked mounted on MS box having front bakelite cover of suitable size,MS box with 1.5 sqmm FR PVC insulated single core multistrand copper conductor and earth wire incouding all accessories and connection as per direction of engineer in charge (Make of wire = Finolex/L&T/ Anchor/ V-Guard) deducting the cost of 2M Box with cover Plate-1 No.)Group A 1.2.1-1.24.2
73-do-………Group B 1.2.2 - 1.24.2
74-do-………. Group C 1.2.3 - 1.24.2
75Recessed wiring toFan point in Group B 1.2.2 - 1.24.2
76-do-………. Group C 1.2.3 - 1.24.2
77S/F of 4M GI box on surface or in recess with suitable size of Modular base cover cover in front including providing and fixing 3 pin 5/6 amp. Modular Socket out let & 5/6amp. Modular type switch,connection,painting etc. as required (1.25.1+1.25.4)
78S/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 typemodular switch, connection, painting etc as required.
79S/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 modularM.S. box with modularcover.
80S/F of 5/6 Modular Switch & 3pin 5/6A Modular Socket on existing board (1.25.1+1.25.4)
81S/F of 15/16A FT power plug and Socket Modular type Accessories(1.27)
82S/F to 16/18 SWG Modular GI box of following sizes (normal sixe) 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.for 2 Module(1.24.1)
83..do 4 Module
84-do-6 Module
85-do-8 Module
86-do-12 Module
87-do-18 Module
88Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Finolex/L&T/Anchor/Havels/V-Guard).2x1.5 sqmm + 1 x 1.0 sqmm( 1 .8)
89-do- 2 x 2.5 sqmm + 1 x 1.5 sqmm (1.8.2)
90-do- 2x4 sqmm + 1 x 1.5 sqmm (1.8.3)
91-do- 4x6sqmm +2x2.5sqmm (1.8.10)
92Supply, Installation, Testing and commissioning of bulkhead fittings including fixing of 5 watt LED Lamp(Make:Havels with die cast aluminium housing and frosted glasscover).RUGBY
93S/F of batten holder BK angle holder ISI marked including connection etc. instead of ceiling rose(1.29- 1.28)
94S/F of 15W LED Bulb
95Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick including accessories and providing masonary with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.(3.5+3.6)
96Supply andlaying 8 SWG copper wire in recess for loop earthing as required (3.18)
97Supply & fixing of 1200mm AC celling fan (1 star) without regulator with all accessories and connections make (Usha-Striker Neo HS/Polycab-Vital HS/Crompton-High speed/Havells Samraat ES/Anchor-Turbo speed star/Orient-Blitz/Great White-ALDOUS
98S/F of 18-25 watt LED Tube light fitting including necessary connection, Make-( Crompton/HPL/Polycab/Havells/PAC)
99S/F of 24W surface Mounted Round Shape LED luminary,make-Havells/Crompton/Philips
100S/F of Fan hook S, Type on ceiling.(M-22)
101Supply & fixing of 300mm Exhaust fan with all accessories and connections make (Usha-Aereo clean plus-DBB/Polycab-Fresh On-DBB/Crompton-Trans Ab-12" reversible/ Havels-Ventil Air-DS(HS)R/Anchor-Anmol Deluxe-R/Orient-Power flow (DBB)
102S/F of 90 watt. LED street light fitting including necessary connection. (Make- crompton/poly cab/Havells/ HPL/Philips)
103S/F of 1.5sqmm mult-strand copper wire for invertor wiring
104S/F of 1650 VA/24V Inverter with 2 nos. 180Ah battery including trally arrangement (Make: V-Guard/ Microtake/ Luminous
105S/F of 100W Step type Modular Regulator
106SITC of 63A TPN Main Panel board of size 36"x30"x10"(MS Steel of 18 Gauge) with following Specification with Earth nut bolt
107INCOMING
108A) 100A/415V Kit Kat-3 Nos
109B) 63A,25K,FP MCCB-1no
110C)63A C/O switch-1 no
111D)40K,FP SPD- 1 no
112E) Bus bar-1set
113OUTGOING
114A) 32A DP MCB-4 nos
115B) 6(6-32)A SP MCB-16 Nos
116C) Pilot lamp,Toggle switch,Multifunction Digital Meter-1 no,CT Coil-1no
117P.H Works
118External S/D (50 user Capacity septic tank(Inside size 4.00 x 1.40 x 3.00m)
119Earthwork in all kinds of soil in excavation of foundation trencheswithin 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.
120a).Initial lift upto 1.5 mtr
121b).From 1.5 mtr to 3.0 mtr depth
122Supplying 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.
123Supplying 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.
124Supplying 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.
125Supplying all materials,labour, T&P and providing Brick work with fly ash.Brick having crushing strength not less than 75 Kg/CM2with dimensional tolerence of +/- 8% in C.Mincluding 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.
126In Superstructure in C:M (1:6)
127Supplying 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. (12mm CP 1:3)
128Supplying 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.
129Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works includingwatering curring and conveyance of all materialsto work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
130Supplying 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.
131Supplying 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.
132Supplying 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.
133Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth includingwatering, ramming etc all complete as per direction of the E.I.C.
134Supplying all materials, labour, T&P and making M.S. Step Iron in 12mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded inC.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
135Supplying all materials, labour, T&P and providing 110mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded inP.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.
136Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C.bafflewall 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.
137Supplying 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.
138Supplying 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.
139Supplying all materials,labour, T&P and providing marble slab in urinal partition wall including cutting grooves in wall and making good the damagesincluding watering curing etc as per specification and direction of the E.I.C (1st Floor)
140Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated usingE-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 pigmentscomplete in all respect as per specification and direction of the E.I.C
141Factory 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 Gel coat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrene(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 reinforcements 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 weight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter.
142Supplying all materials labour T&P and cutting holes through brick/stone masonry works including making good the damages in cm (1:4) for taking H.C.I/PVC pipes and fittings etc. all complete as per PH specification and direction of EIC.250mm to 375mm thick wall
143Cutting hole through RCC Roof
144Cutting hole through RCC Chajja
145Supplying all materials labour T&P and cutting holes through brick/stone masonry works including making good the damages in cm (1:4) for taking G.I/PVC pipes and fittings etc. all complete as per PH specification and direction of EIC.250mm to 375mm thick wall
146Cutting hole through RCC Roof
147Groove cutting through wall & floor
148Supplying all materials, labour, T&P and fitting and fixing U-PVC 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. a)110mm diameter U-PVCpipes
149b).110mm U-PVC P-trap
150c).110mm U-PVCsingle junction door
151c).110mm U-PVCdoublejunction door
152e).110mm U-PVCdoor bend
153e).110mm U-PVCplain tee
154f).110mm U-PVCOffset
155g).110mm U-PVCplain bend
156h).110mm U-PVCvent cowl
157i).125 mm dia C.P Grating
158j).75mm diameter U-PVCpipes
159k).75mm PVCBend
160k).75mm PVCTee
161Supplying all materials labour T&P and fixing bowl pattern urinal including connecting the urinal with west pipe by means of white lead list with chopped hemp etc. all complete as per direction of EIC.Flat backlipped Standing urinal (Parryware)
162Supplying all materials labour T&P and fixing glazed earth wire squatting plate size 450x300mm with integral longitudinal flushing pipe including embedding the plate in 25mm cement mortar (1:8) laid over 150mm C.C. (1:5:10) using 40mm hg metal all complete as per specification and direction of EIC. Sqating Urinal Paryware/Cera/Nycer
163Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrestetc all complete as per specification and direction of the E.I.C.
164a).580mm size Orissa pan
165b ) EWCP/S -trap with Seat Cover
166Supplying all materials, labour T&P and fixing wash basins 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.a).550mmx400mm W.H.B
167Supplying all materials, labour, T&P and fixing mirror of superior glass mounted 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 E.I.C. Rectangular Plastic Frame Mirror
168Supplying all materials,labour,T&P and fixing standard size shelf with C.P. brass brackets& guard rails complete fixed to woodenplugs with C.P.screws as per specification and direction ofE.I.C.
169Supplying all materials,labour, T&P and fixing standard sized CP towel ring/rail complete withCP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C
170CP towel ring
17120mmx600mm long CP towel rail
172Supplying all materials, labour T&P and fitting and fixing of C.P Shower with 15mm or 20mm inlet with C.P Shower arm including polishingetc all complete as per specification and direction of the E.I.C 15 mm dia C.P Shower with arm (Jaguar make)
173Supplying 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
174CP soap holder
175Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C a).10 lit PVC L/L Cistern
176Supplying 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.
177(a).Inside size 250mmx250mm
178Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes withcement concrete (1:3:6) using 40 mm size HG metal on bed, RCC with 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, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, paymentof royalty, taxes etc. all complete as per approved specification and direction of E.I.C
179Inside size 760mm x 760mm x 460mm
180Addl depth
181Supplying all materials, labour T&P and construction of M.H chamber of the following sizes with c.c.(1:3:6) using 40mm size hg metal on bed, Ist class KB Brick work in cm(1:6) moulding and shaping the channel inside and benching with c.c. (1:1.5:3) with punning to inside cement flush pointing (1:3) to outside RCC cover slab in cc (1:1.5:3) using 12mm size hg chips with RCC m. h. cover, e. w. in excavation in all kinds if soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to site payment of royalty taxes etc. all complete as per approved specification and direction of EIC.Manhole Chamber
182Extra Depthfor M.H.Chamber
183Supplying all materials,labour,T&P and costructing soakway pit of the following sizes with dry brick walling from bottom upto invert of inlet pipe and 1 st class K.B brickwork in c.m(1:6) for the remaining height attop,12mmthickc.p(1:4) inside and outside over masonary brickwork, gravel packing in the rear of well steining.R.C.C cover slab in c.c(1:1.5:3) using 12mm size h.g chips fitted with iron lifting handles including e.w in open well excavation in all kinds of soil and refilling the cavity arround the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty .taxes etc.all complete as per approved drawing,specifcation and direction of E.I.C.
1841.40m dia.x 2.00m deep Soakway pit
185Supplying all materials.labour.T&P and costructing soakway pit of the following sizes with pre cast R.C.C rings joined loose,gravel backing in the rear of well steining,precast R.C.C cover slab in c.c(1:2:4) using2mm size h.g chips fitted with iron lifting handles including e.w in open well excavation in all kinds of soil and refilling the cavity arround the pit & painting the iron works,watering,curing,conveyance of all materials to worksite,payment of royalty taxes etc.all complete as per approved drawing, specification and direction of E.I.C.
1861.20mdia.x 2.10m deep
187Supplying all labour.materials T&P and laying of U-PVCsoil waste pipe of the following internal diametre confirming to I.S.in trenches of the depth upto 1,2mtr including jointing with supply of approved rubber, lubricant by non - heat application method on beding with 150mm thick C.C.(1:3:6) using h.g. metal of 25mm to 40mm and then makingallround encasingincluding earth work excavation in all kinds of soil , refilling the trenches , watering, curring, conveyance of all materials to site , payment of royality , taxes etc. and testing all complete as per P.H. Specification and direction of Engineer in charge. 160mm dia PVC pipe all round encasing
188110mm dia PVC pipe all round encasing.
189Supplying all Materials labour T&P and fitting and fixing brass/CP Fittings of the following nominal bore with supply of all jointing materials etc. complete as per PH Specification and Direction of EIC. 15mm dia CP pillar cock Jaguar
19020mm dia cp concealed stop cock Jaguar
19115mm diacp angle stop cock Jaguar
19215mm dia cp bib cock S.B.Jaguar
19315mm dia cp bib cock L.B.Jaguar
194Health Fuccet Jaguar
19515mm dia CP flange
19615mm dia CP Extension piece
19725mm dia PVC ValveJaguar
19840mm dia PVC ValveJaguar
19950mm dia PVC ValveJaguar
200Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes conforming to ASTM-D-1785/89 (Sch-80) 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 dir of EIC.20mm dia PVC(ASTM) pipe(Internal)
20125mm dia PVC(ASTM) Pipe(EXternal)
20240mm dia PVC(ASTM) Pipe(EXternal)
20350mm dia PVC(ASTM) Pipe(EXternal)
204External W/S
205Labour for drilling a perectly vertical bore hole of specified dia meterfor a specified depth below ground level in alluvial soil strata by Mud Rotary Rig drilling as required to suit the site condition as per direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of finished bore suitable for lowering of 200mm dia GI/PVC pipes for housing , fitted with socket and with or without well screen as per the necessity for the soft, medium, hard and boulder formation (GI/PVC Casing Pipes if required by the contractor to prevent collapse of over burden portion ) including lowr and withdrawing of casing pipe after drilling 200mm to 450mm dia in over burden portion.
206Supplying all materials labour T&P and transportation of boring pipe, top casing grouting pipe, PVC pipe and fitting pvc well screens, cement bentonite and gdravels etc from sectional store to the site and return of departmental material after use including loading and unloading etc. all complete as per dir of EIC. (Current schedule of rate)
207Supplying all required labour for logging the bore through departmental logging team (till logging team arrives at the site, the contractor is to keep the bore intact by circulating mud through the mud circulating system) and when the logging team arrives at the site, the contractor will withdraw the boring pipe with cutter etc. and keep the bore suitable for logging and supply required labour to carry out the logging operation.
208Supplying all labour tools and plant and jointing materils and lowering the pvc casing pipes, fittings and well screens in jposition, including fitting and fixing of centraliser cutter plug and washing the bore etc. complete as per the direction of EIC. Lowering 200mm dia ND pvc casing from 0 to 300 mtr
209Supplying all labour, tools and plant and packing the bore with washed dgravel (size P-6) around the pipes in good quality excluding cost of gravel etc. all complete as per the direction of EIC.
210Supplying all labour, tools and plant and grouting with cement slurry for saline sealing(6mtr) in thebore around the 50mm dia pvc casing pipe etc. all complete as per the direction of EIC excluding the cost of cement.
211Supplying all labour tools and plant and back filling the bore around the PVC casing pipes with sutitable local materials from top of the saliene sealing up to ground level etc, all complete as per diorection of EIC.
212Supplying all labour tools and plant and grouting with cement slurry for sanitary sealing in the bore around the upper most 3mtr of 125/100mm dia pvc casing pipe properly as per the direction of EIC (excluding the cost of cement)
213Supplying all labour, tools and plant and materials for cealing and developing the tube well with compressor continously washed till clean and adequate discharge is obtained from the tube well including supply and use of necessary equipments and labour complete in all respect as per the direction of EIC
214Cost of Materials
215200mm ND PVC casing Pipes (Sch-80)
216200mm PVC Strainer
217200mm Bed Plug
218200mm ND PVC Short Piece (0.30 mtr)
219200mm End Cap
220O" ring & Annabond etc.
221Supplying of ISI mark 1.00 HP single phase vertical submersible pump set with discharge of 900-1000 ltr/hour and a head of 50-60 mtr of reputed make like KSB/Texmo & Equivalent including all cost, conveyance and taxes etc. all complete as per direction of E.I.C.
222Supplying all labour T&P and fitting and fixing of 1.00HP single phase verticaql submersible pump set with commissioning and testing etc. all complete as per direction of EIC.
223Supplying and fitting and fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.00HP single phase submersible pump including all cost, conveayance and taxes etc. all complete as per direction of EIC.
224Supplying and fitting and fixing of three core flat cable (1.5mm2) of ISI make of reputed company like BCH/Finolex or equivalent and connecting the pump and starter including all cost, conveyance and taxes etc. all complete as per direction of EIC.
225Supplying and fitting and fixing jof plastic rope, MS well cover, MS clamp, stainless steel short piece, bend & socket including all cost, conveyance and taxes etc. all complete as per direction of EIC.
226Supplying and fitting and fixing of HDPE pipes and pipe fittings with making connection to pump set including all cost, conveyance and taxes etc.all complete as per direction of EIC. 32mm dia HDPE Pipe(Internal Pipe)
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