CONSTRUCTION OF WELL DESIGNED AND CAREFULLY LAID UNDERGROUND PIPE LINE FOR SHIYALBINDA DISTY OFF TAKING FROM 55.643/56.730 KM OF GLMC, CONSTRUCTION OF WELL DESIGNED AND CAREFULLY LAID UNDERGROUND PIPE LINE FOR BOROL DISTY OFFTAKING FROM 55.977 / 57.0

Amount

Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank vegetating, Grass, bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness) (i) By Manual means:-(A) In area of light jungle (Corr. Part-A, 2.3 (i),A)

Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume) (Corr. Part-A, 5.4, P-45)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated 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. (Corr. BCD, 5.1.1)

Extra for earthwork in hard soil as per specification and direction of E/I (vide classification of soil item B) (WRD, 7.1.10)

P.C.C 1:3:6 in foundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.) (Corr. Part-A, 7.1 P- 47)

Plain / Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (PCC Grade-M15) (Corr. Part-A, 7.2-A, P-47)

Plain / Reinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer (Corr. Part-A, 7.2-Case-I P-47)

Furnishing and Placing Reinforced / Prestressed cement Concrete in Super Stucture as per Drawing Technical Specification (A) RCC Grade M20, Height up to 5m (Corr. Part-A, 7.4A,case-I (p) P-48)

Providing (tor steel) reinforcement of 8mm dia rods as per approved design, drawing, removal of cutting, bending, binding, annealed wire with cost of wire removal of rust, placing rods in position (excluding carraige of bar to work site) all complete job as per building specification and direction of E/I. [TMT Fe 500 Only valid for TATA Tiscon, Sail, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)] (i) 8 mm dia Bar (SOR 5.5.4)

(ii) 10 mm dia Bars

(iii) 12 mm dia Bars

(iv) 16 mm dia Bars

Earthwork in exacavation (As per IS 3114 - 1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge (Considering 70% Hard Soil) (DWSD. 3.1.1.1)

Earthwork in exacavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Considering 30% Soft Rock) (WRD 7.1.43.7 )

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I (for classification for soil item A & B) (DWSD Item No. 3.1.1.2,)

DI Pipe: Providing and suppling in ISI mark centrifugally cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for water works with socket and Spigot and confirming to IS 8329/2000 in standard working lengths of 4.5, 5.5 and 6m for classification and K-9 suitable for push on joint (Rubber gasket) D jointing with cement mortar lining inside the pipes with outside Zinc and bituminous coating Rate are ex-factory, excluding transportation, taxes and duties Contractor profit and overhead charge etc. based on WPI 119.1 of may 2018(Including 1 no. of gasket for each pipe) Note:- (i) The above rate are ex-factory which excluding GST and CP based on WPI 119.9 of may 2018 (K-9).(DWSD Corr. Pg no. -13) (i) 250 mm dia (DI)

300 mm dia (DI)

400 mm dia (DI)

450 mm dia (DI)

500 mm dia (DI)

600 mm dia (DI)

700 mm dia (DI)

750 mm dia (DI)

800 mm dia (DI)

1000 mm dia (DI)

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches without supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to bedone as per I.S.S.3114-1985) as per design, specification and direction of E/I.(DWSD JSOR Item No. 3.1.32 (b), P-94) (i) 250 mm dia (DI)

300 mm dia (DI)

400 mm dia (DI)

450 mm dia (DI)

500 mm dia (DI)

600 mm dia (DI)

700 mm dia (DI)

750 mm dia (DI)

800 mm dia (DI)

1000 mm dia (DI)

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary Jointing materials like mechanical connector i.e. thread/insert joint/quick release coupier joint/compression fitting joint or flanged joints excluding coupler/specials and taxes). PE-80, P.N.-06. (i) 140 mm dia (HDPE PIPE) (DWSD, M-1028)

180 mm dia (HDPE PIPE)

200 mm dia (HDPE PIPE)

225 mm dia (HDPE PIPE)

250 mm dia (HDPE PIPE)

280 mm dia (HDPE PIPE)

315 mm dia (HDPE PIPE)

Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. ( [MJP P-115] Section - I / H.D.P.E PIPES) (i) 140 mm dia (HDPE PIPE)

180 mm dia (HDPE PIPE)

200 mm dia (HDPE PIPE)

225 mm dia (HDPE PIPE)

250 mm dia (HDPE PIPE)

280 mm dia (HDPE PIPE)

315 mm dia (HDPE PIPE)

Supplying labours, tools and tackles for testing of laid CI or UPVC or HDPE or AC/DI pressure pipe upto 60 m head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally). (DWSD 3.1.46) (i) 140 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

280 mm dia

300 mm dia

315 mm dia

400 mm dia

450 mm dia

500 mm dia

600 mm dia

700 mm dia

750 mm dia

800 mm dia

1000 mm dia

Providing and supplying of ISI standard DI Specials & fitting with sealing rubber gasket of SBR, complete with cast iron follower gland & MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes complete as per IS-9523class K-12 (Ex factory rates inspection charge transportation, CP extra. (Socketed) (5% of DI pipe cost) (DWSD Corr. Sl-111, M1027, P-14) (i) 250 mm dia (DI)

300 mm dia (DI)

400 mm dia (DI)

450 mm dia (DI)

500 mm dia (DI)

600 mm dia (DI)

700 mm dia (DI)

750 mm dia (DI)

800 mm dia (DI)

1000 mm dia (DI)

Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS 9523 / 2000 having dimension as per table 21 of IS 9523 / 2000 in the following nominal diameter / sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS 9523 / 2000. (MP PHED Item No. 4.25 Pg No. 64) (i) 1000mm*800mm

Providing, fixing, supplying , lowering and laying 150mm dia TEE valve DI. Tee (Moulded) of approved make bearing ISI mark Including all necessary jointing materials such as nuts, bolts, rubber ring, double flanged GI pipe of required length or UPVC union/ flange etc. complete as per specification and direction of E/I.(as per statement no.4 ) (Approved rate of JJNNL Gujrat SL No.-37 (Pg. No. 2 of 5)

Supplying labour and tools for laying and jointing C.I. specials in trenches including supplying lead and yarn (Pig lead confirming to ISS: 782-1978 and yarn confirming to ISS : 658/-1972) and making lead caulked joints as per IS specification and direction of E/I. (For all socketted Tee) (DWSD 3.1.34.2) (i) 140 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

280 mm dia

300 mm dia

315 mm dia

400 mm dia

450 mm dia

500 mm dia

600 mm dia

700 mm dia

750 mm dia

800 mm dia

1000 mm dia

Providing, lowering, laying, alignning, fixing in position at and jointing at all levels / depths HDPE pipe accessories / fittings of PE-100 grade and PN-6 for portable water as per IS 8360/ IS 8008 for fabricated / moulded (amended upto date) within pipe line in trenches complete includimg all material, labour, testing and commissioning as per technical specification and as per direction of E/I. (RUIDP SOR Pg No. 113, 19.6) HDPE Tee. Size(140 X 140) 19.6.1.5

Size(180 X 180) (19.6.1.7)

Size(200 X 200) (19.6.1.8)

Size(225 X 225) (19.6.1.9)

Size(250 X 250) (19.6.1.10)

Size(280 X 280) (19.6.1.11)

Size(315 X 315) (19.6.1.12)

HDPE Bend. 140 mm dia (19.6.2.5)

180 mm dia (19.6.2.7)

200 mm dia (19.6.2.8)

225 mm dia (19.6.2.9)

250 mm dia (19.6.2.10)

280 mm dia (19.6.2.11)

315 mm dia (19.6.2.12)

Providing double flange sluice valve (Size 50mm to 1200mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. all complete. (With bypass arrangements) PN-1.(DWSD- M1039(B)) (i) 140 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

280 mm dia

300 mm dia

315 mm dia

400 mm dia

450 mm dia

500 mm dia

600 mm dia

700 mm dia

750 mm dia

800 mm dia

1000 mm dia

Providing double flange sluice valve confirming for IS - 2906/14846 including worn gear as per test pressure stainless steel spindle caps transportation etc all complete FOR Rate including all taxes. (Without byepass arrangement - PN-1.6) (Scour Valve) (DWSD- M1039 ( C )) (i) 450 mm dia

300 mm dia

250 mm dia

225 mm dia

Supplying labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces, including making lead caulked joints and flanged joints as per I.S.S specification, including supplying all jointing materials(Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and bolts confirming to I.S.S 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost). (DWSD, 3.1.35) (i) 140 mm dia

180 mm dia

200 mm dia

225 mm dia

250 mm dia

280 mm dia

300 mm dia

315 mm dia

400 mm dia

450 mm dia

500 mm dia

600 mm dia

700 mm dia

750 mm dia

800 mm dia

1000 mm dia

Providing and supplying ISI Mark CI/ D/F reflux valves (Non Return Valve) of following dia inspection charges unloading from railway wagon, loading into truck transportation upto department stores/site unloading stacking etc. complete reflux valve as per IS-5312, Part-I (1984). (Without byepass arrangement.) PN-1. (M1039 (A)) (i) 225 mm dia

400 mm dia

500 mm dia

700 mm dia

800 mm dia

1000 mm dia

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complet..PN - 1.6. ( MJP SECTION I: PIPE APPURTENANCES . 8.b(iii) Pg 137) (i) 80mm

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in kinetic feature, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complet..PN - 1.6 (MJP SECTION I: PIPE APPURTENANCES . 9.b(i) Pg 137) (i) 100 mm

Supplying labour & tools for fixing C.I double acting Air valve in trenches as per specification and direction of E/I. (C.I double acting air valve to be supplied departmentally free of cost.) (DWSD- 3.1.42) (i) 80mm

Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.(March-2021 WRD 7.3.18)

Providing shuttering including strutting proping etc.in various components of canal structures as per specification and direction of E/I. (March-2021 WRD 7.3.19)

Providing centering including strutting and proping etc and removal after use in deck slab as per specification and direction of E/I. ( March-2021 WRD 7.3.20)

NP3 R.C.C Hume Pipe (As per IS 458- 1971) 450 mm Dia (Item No. M301, Pg No. 71)

Labour for fitting and fixing NP3 hume pipe line, level and grade as well as providing approved jointing materials and joints properly filled to make then leak proof all complete, job as per specification and direction of E/I (WRD 7.6.2.1 ) (Hume pipe available with the lead of 40m)

Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. ( March-2021 WRD 7.8.2)

Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. (March-2021 WRD 7.8.3)

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I. (Corr. WRD 7.1.31)

Extra for Earthwork for each subsequent lift 1 m over the initial lift of 1.5 M For ordinary and hard soil (vide classification of soil item A and B). Extra for each Subsequent lift of 1M over the initial lift of 1.5 M. (Corr. WRD 7.1.34.1)

Providing designation 75A brick work in cement C.M (1:4) in super structure with approved quality of Clean Coarse sand of F.M. (2.0 to 2.5) including providing 10mm thick mortal joints, cost of Screening,materials scaffofing raking of joint to 15mm dept curing, royalty and taxes all complete as per building specification and direction of E/I. (BCD, 5.2.10 P-29)

Supplying, fitting & fixing fully glazed steel door, windows or ventilation of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size icluding cost of oxidised iron fittings, with hinges, handle per steps, catch spring, 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storiys and taxes all complete as per building specification and direction of E/I. (Corr. BCD, 5.5.18)

Providing primer one coat of red lead paint of approved make over new steel surface including prepare in the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Corr. BCD, 5.8.41)

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly, scaffolding and taxes all complete as per building specification and direction of E/I. (BCD, 5.8.43)

Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I. (Corr. BCD, 5.5.12)

Providing & fixing FAN HOOK of 16 mm dia M.S. bar, 1 M long bent to required size and shape, placed in position and fluid in the R.C.C. slab-beam at the time of casting all complete as per building specification and direction of E/I. (Corr. BCD, 5.5.13)

Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2mm. At 100mm. Centres and braced with M.S. flat diagonals 20x3mm with top and bottom rails of T. iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I. (Corr. BCD, 5.5.14)

Providing 12mm thick cement plaster(1:4) with clean coarse sand of F.M1.5 including screening , curing with all leads and lifts of water,scaffolging taxes and royalty with all complete as per building specification and direction of E/I. (Corr. Part-A, 3.2)

Providing 6 mm. thick cement plaster (1:4) in ceiling with clean coarse sand F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (Corr. Part-A, 3.6)

Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface inluding preparing the plastered surface by rubbing wmooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. ( BCD, 5.8.18)

Providing two coat of snowcem of approved shade and make over one coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scoffolding, curing all taxes all complete as per building specification and direction of E/I. (BCD 5.8.24)

Supplying single girder hand operated circular/rectangular travelling crane with 6 m lift complete with chain pully block ISI marked and travelling trolley both tested for 50% overload including travel/circular travel and cross travel with wheel, hand chain etc complete 5 Tonne capacity above 5m to 6m span. (DWSD M1057)

SUPPLYING, INSTALLATION & COMMISSIONING OF HSCF MOTOR PUMPS SET: A - Suction Pipe--- (i) Supply 300 mm dia C.I. pipe for coloum & Delivery Pipe as per Standard Specification --- 3Nos x 8M

(ii)Supply of 300mm C.I. flanged joint & Labour rate for fitting & fixing C.I.for 300mm C.I. pipe of 250mm dia with C.I. flamged joint.

(iii) Supply 300mm dia Foot Value having single leather flap and gun metal seating.

(iv) Supplying double flange Sluice Valve 300mm dia P N-1.6 (without byepass arrangement). (DWSD 120 C, P-40)

(v) Labour for fitting Sluice Valve 300 mm dia (DWSD 3.1.35, P-60)

Supplying Fully automatic star delta starer to operate induction motor working on 415v, 3 phase, 50Hz with no volt coil, over load element, on-off push buttons with necessary materials and connected to suplly ,etc complete with orginal sheet steel encloser as per IS 3914. for 10 HP Pump Sets. (DWSD Sl.no. 149, M-1065)

Carraige of Materials at Site:- Shiyalbinda Disty. (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 84 km (S) = 86 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 84 km (S) = 86 KM)

(iii) Sand from Subernrekha river to work site ( 2 km (K) +10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) +81 km (S) = 83 KM)

(v) Stone Metals from Hata to work site ( 2 km (US) +81 km (S) = 83 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 84 km (S) = 86 KM)

Carraige of Materials at Site:- Borol Disty. (i)Cement from Jamshedpur to work site 87 KM (2 km (K) + 85 km (S))

(ii)Steel from Jamshedpur to work site 87 KM (2 km (K) + 85 km (S))

(iii) Sand from (Subernarekha river) to Work site 12KM (10 km (S) + 2 km (K)

(iv) Stone chips from hata to work site 84KM (2 km (K) + 82 km (S))

(v) Metals from hata to work site 84KM (2 km (K) + 82 km (S)

(vi) Bricks Lead 5 Km (S) + 3 km (K) 8 KM Rate @ 1000Nos

(vii) 450mm Dia NP3 from Jamshedpur to work site 87 KM (2 km (K) + 85 km (S))

Carraige of Materials at Site:- Jarabani Disty. (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 85 km (S) = 87 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 85 km (S) = 87 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 82 km (S) = 84 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 82 km (S) = 84 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 85 km (S) = 87 KM)

Carraige of Materials at Site:- Bankdah Disty. (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 86 km (S) = 88 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 86 km (S) = 88 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 83 km (S) = 85 KM)

(v)Stone Metals from Hata to work site ( 2 km (K) + 83 km (S) = 85 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 86 km (S) = 88 KM)

Carraige of Materials at Site:- Maheshpur Disty. (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Carraige of Materials at Site:- Guhiypal Minor (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Carraige of Materials at Site:- Kuliyank Minor (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Carraige of Materials at Site:- DWC-7 (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Carraige of Materials at Site:- DWC-8 (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Carraige of Materials at Site:- DWC-9 (i) Cement From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(ii) Steel From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

(iii)Sand from Subernrekha river to work site ( 2 km (K) + 10 km (S) = 12 KM)

(iv)Stone chips from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(v) Stone Metals from Hata to work site ( 2 km (K) + 87 km (S) = 89 KM)

(vii)450 mm Dia NP3 From Jamshedpur to Work Site ( 2 km (K) + 90 km (S) = 92 KM)

Add GST @12%

Add Labour Cess @1%

M/S KRAM INFRACON PRIVATE LIMITED