Strengthening and reconstruction including raising of isolated stretches of the existing road as well as providing road safety measures, RCC covered Drain etc. at Asimganj and Patherkandi Town Area from 252/528Km to 259/525Km of NH-44

Amount

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts complete conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt..

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory conforming to clause no 305 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt. (a) from private land.

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete including all lead and lift conforming to clause no 401 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete as directed by the Deptt. (i) for grading-I Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density including all lead and lift conforming to clause no 406 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt.

Prime Coat : Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory conforming to clause no 502 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. (i) With bitumen emulsion-CSS-1 (IS-8887-2004)

Tack coat : 'Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory conforming to clause no 503 of MoRT&H specification for Road and Bridge works ( 5th Revision) complete as directed by the Deptt. (II)With Bitumen emulsion CSS-1h (c) Granular surfaces treated with primer

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. including all leads and lift conforming as per clause507 of MoRT&H specification for Road and Bridge works ( 5th Revision )with aggregate of grading II ( 19 mm nominal size) complete as directed by the Deptt. (a)With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) & anti stripping agent as per IS :14982, (I)with 60/70 or VG-30 grade paved bitumen, (ii) for GradingII(19 mm nominal size)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired as per MoRT&H cl. no.509.complete in all respect including all lift and lead and cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),With anti stripping agent (I)'with PMB-70, (ii) for Grading-II(13 mm nominal size)

Re-Construction/Construction of Culverts & Drains Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, costruction of shoring and bracing ,removal of slumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material including all lead and lift conforming to clause no 301 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete 1.Ordinary soil (A)Manual Means

PCC 1:3:6:'PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)complete conforming to clause no 1500,1700,2100 of MoRT&H specification for Road and Bridge works ( 5th Revision) and as directed by the Deptt.

'Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork as per MosRTH Specification 1500,1700&2100. PCC Grade M15

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork as per MosRTH Specification 1500,1700&2100. .RCC Grade M25 :

RCC-M25:'Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification complete conforming to clause no 2504 of MoRT&H specification for Road and Bridge works ( 5th Revision) and as directed by the Deptt.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications conforming to clause no 2504 of MoRT&H specification for Road and Bridge works ( 5th Revision) and as directed by the Deptt.

REINFORCEMENT:-'Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Construction of 1/22/0 Box culvert as per technical specification & MOST standard drawing. Excavation for Structures: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including all lead and lift conforming to clause no 301 of MoRT&H specification for Road and Bridge works ( 5th Revision ) complete (I)Ordinary soil: Manual Means ( With dewatering):

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per MoRTH specification 1500, 1700 & 2100 A.PCC Grade M15

B.Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per MoRTH specification 1500, 1700 & 2100 A.PCC Grade M15 PCC Grade M20: Using concrete mixer Wing wall Foundation

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per MoRTH specification 1500, 1700 & 2100 B.RCC Grade M25: Using concrete mixer

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications as per MoRTH specification 1500,1700&2200 PCC Grade M20: Height upto 5m: Using concrete Mixer

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications as per MoRTH specification 1500,1700&2200.RCC Grade M25: (b) Height upto 5m: Using concrete Mixer

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications as per MoRTH specification 1600 & 2200 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification .as per MoRTH specification 1500 &1600 1700 RCC Grade M25: Using Concrete Mixer: For solid slab super-structure: Height upto 5m

a) Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications .as per MoRTH specification 1600. (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. as per drawing and Technical specification 2507.2

Providing 150 mm thick flat stone apron embedded in 300 mm thick M15 concrete in apron on culvert floor for protection against scour with stone 150 mm thick flat stone on top complete as per drawing and Technical specification.as per drawing . 150 mm thick flat stone apron embedded in 300 mm thick M15 concrete

Curtain wall complete as per drawing and Technical specification as per drawing and Technical specification 2507.2. Cement concrete Grade M15

Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1: '30 cm dia with 6-12mmTor bar

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification With TATA make TMT CRS (Fe-500) grade rebar

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical specification

'Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Providing and laying Bituminous wearing course comprising of tack coat with bitumen emulsion CSS-1h as per APWD SOR item no 5.2 & MOSRT&H Specification Nos 503 0.6mm thick mastic asphalt as per APWD SOR item no 14.5 & MOSRT&H Specification Nos 515 & 2702

C) 'Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) Lime /Cement Concrete (I) By Manual Means, B) Cement Concrete Grade M-15 & M-20

Dismantling and reconstruction of removable drain slab as per technical specifications & drawings

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. C) Above 900 mm

Construction/Reconstruction of R.C.C. Covered Drain of depth 2.00m as per technical specifications & drawings Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.. as per MoRTH specification 304

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. as per MoRTH specification 1500, 1700 & 2100 PCC Grade M15

RCC Covered Drain at different Kms. in stretches

RCC Grade M25: 'With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications

Road safety and other road Furniture Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90 cm equilateral triangle =Sharp curve,School,X -Road & Level crossing ETC 2*20

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 60 cm circular = Speed Limit, Keep Left, No Horn etc. 2*20

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 90X30 cm Rectangular (Hazard marker)= 2*15

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 80 Cm x 60 Cm rectangular= Petrol pump, Hospital, eating place etc 2*25

Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) 1200mm x 900mm

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) '5th kilometre stone (precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii)'Ordinary Kilometer stone (Precast)

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (iii)200th meter stone (precast) as per IRC: 26-1967.

RCC guard post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. 30 cm dia with 6-12mm Tor bar

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MORT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Railing of bridge, median & Culvert

Providing and installation of G.I. Steel Tubular Pole 12.0 meters long (SP 66) complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation of G.I. Channel Cross arm (100x50x6x2200) mm complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation of G.I.11 KV "T" Cross arm 50x50x6 MM complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation 11KV Polymeric Disc Insulator 70KN (B&S Tension Type) complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation H/F for Disc Insulator 70 KN complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation of 11 KV Polymetric Pin Insulator complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofProviding and installation AAA Recon conductor complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofProviding and installation HT Stay Set (11KV)complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofProviding and installation HT Guy insulator (11KV)complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I.Stay Wire 7/10 swgcomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofPole clam of GI flat 50X6mmcomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I. Channel 75x40x6mmcomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofC.I.Earth pipe 1.8 mtrs lengthcomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofGI Nuts & Bolts and washercomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I. Angle 50X50X6mm (Cross Breaching)complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofP.G. Clamp for Recooncomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofH.T.Danger Platecomplete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I. Wire 6 SWG (For Guard Line)complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I. Wire 8 SWG (For Guard Line)complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofBarbed Wire complete as directed by the Department or Engineer incharge ( For 11KV Line)

Providing and installation ofG.I.Steel Tubular Pole (SP-60)complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofACSR Rabbit conductorcomplete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. LT angle Cross arm (40X40X5X500mm)complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofPole clam of GI flat 50X6mm complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofShackle Insulator ( Porcelain )complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. Shackle Strap with bolt complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofL/T Pin Insulator (Porcelain )complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofL/T G.I. Pin complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. Wire 6 SWG (For Guard Line)complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. Wire 8 SWG (For Guard Line)complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofBarbed Wire complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofLT Danger Platecomplete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. Nut bolts and washer complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofStay Set (L.T.)complete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofLT Guy insulatorcomplete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofGI Stay Wire 7/14 Swgcomplete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation ofG.I. Channal (75x40x6) mm for Guard Linecomplete as directed by the Department or Engineer incharge ( For LT Line)

Providing and installation of Sundry Materialscomplete as directed by the Department or Engineer incharge ( For LT Line)

Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipeline dressing, ramming, watering etc. and removal of surplus earth with 50 m lead and lift upto 1.5 m all complete including dewatering as directed including bailing out water where necessary. (b)Blastic land, tillah soil, hard soil, soil mixed with mooram gravel and boulders upto one man size. (For PHE Works)

Labour charge for laying DiSS [K-7) pipes in trenches including carriages of pipes to the work site, placing and laying of pipes and supplying all materials such as sand for cushoning, ropes, bamboos etc. all complete (For PHE Works) 1. 100mm dia

Labour charge for laying DiSS [K-7) pipes in trenches including carriages of pipes to the work site, placing and laying of pipes and supplying all materials such as sand for cushoning, ropes, bamboos etc. all complete (For PHE Works) 2. 150mm dia

Labour charge for jointing DISS (K-7) pipes including cutting the pipes where necessary and supplying all jointing materials necessary with testing of the joints all complete. 1. 100mm dia

Labour charge for jointing DISS (K-7) pipes including cutting the pipes where necessary and supplying all jointing materials necessary with testing of the joints all complete. (For PHE Works) 2. 150mm dia

Labour charge for fitting, fixing of DI Flanged socked and flanged spigot in DI Pipe line for fiffing and fixing of flanged specials such as D/F Bends, Tees, Air valves, Sluice Valves etc. including supplying all materials such as rubber ring, bolt & nuts, rubber gasket etc. including carraige from store to work site all complete. (For PHE Works) 1. 100mm dia

Labour charge for fitting, fixing of DI Flanged socked and flanged spigot in DI Pipe line for fiffing and fixing of flanged specials such as D/F Bends, Tees, Air valves, Sluice Valves etc. including supplying all materials such as rubber ring, bolt & nuts, rubber gasket etc. including carraige from store to work site all complete. (For PHE Works) 2. 150mm dia

Labour charge for carrying, placing in position, fltting and fixing C'I' sluice valve (with wheel & cap) C.l. reflex valve complete supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. ( tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints).(For PHE Works)

Labour charge for carrying, placing in position, fltting and fixing C'I' sluice valve (with wheel & cap) C.l. reflex valve complete supplying bolts and nuts, 3 mm thick rubber insertion sheet etc. ( tail pieces if required will be paid separately) all complete as directed (one valve and two flanged joints). (For PHE Works)

Labour charge for making bore hole horizontally across road or embankment for crossing distribution pipe line including fitting, fixing of G.I. casing pipe of required dia excluding the cost of pipe all complete as directed by the deptt - 150mm dia. (For PHE Works)

Construction of brick masonry valve chamber r,zith 23cm 1st class brick in prop 1:4 finished with 15mm thick cement plaster in prop 1:4 in side wall in floor including necessary earth work in excavation and refilling the same after completion of work. The size of the chamber is 60x60x12Ocm inside to inside with an RCC cover slab in prop 1:2:4 reinforced with 10mm dia. tor steel @ 15 cm c/c both ways binding black annealed wire with a 10 cm centre hole for operating the sluice valve, brick flat soling C.C. 1:3:6 in base of chamber complete as per specification and drawing approved by the departtnent.(For PHE Works)

Providing Functional Household Tap Connection with water supply Pipe Line including supplying, fitting, fixing of all materials complete as directed by the departrnent. (For PHE Works)

Providing and Supply of100mm dia. DI [K-7] Pipecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia DI [K-7J Pipecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of15Omm dia x 90 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia x 45 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia x 11 1/4 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm diax22 1/2 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia x22 1/2 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia x 11 1/4 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia x 45 Degree Single Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia x 45 Degree Double Socket Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia DI Flanged Socketcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia DI Spigot Flangedcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia DI Flanged Socketcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia DI Spigot Flangedcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100rnm dia GI Pipecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150mm dia GI Pipecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150x10Omm dia DI Double Flanged Tappercomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia GI Flangecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of15Omm dia GI Flangecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of150x150x150 CIDF Equal Teecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100x100x100 CIDF Equal Teecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia x 90 Degree CIDF Bendcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of3mm thick Rubber Gasketcomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply ofNuts & Boltscomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of15Omm dia CIDF Sluice Valvecomplete as directed by the Department or Engineer incharge (For PHE Works)

Providing and Supply of100mm dia CIDF Sluice Valvecomplete as directed by the Department or Engineer incharge (For PHE Works)

CHANCHAL PAUL