Construction of Kanjia solar Lift Irrigation scheme at Block-Mandar,District - Ranchi

Amount

Solar Module Mounting (Galvanised Steel) surface structure (for 10 kW) having Hot deep galvanised of Zinc thickness 80micron and as per IS4759 with C Channel $ anti theft with nut bolt of grade SS304,which should also withstand high wind velocity upto 150km/hr or as per MNRE.

10kWp SPV module of 330wP or higher rating, which must have Specification as per IS 14286/IEC 61215 .The module must have to quilify IS/IEC 61730 part I $ II (or having mechanical load test of 5400Pa) for safety purpose.Module to Module wattage mismatch in SPV Array shall be +/-3% and to qualify IEC TS 62804-:2015 for the detection of potential induced degradation and warranted for output wattage not less than 90% in 10yrs and 80% at the end of 25yrs as per MNRE.

USPC controller with SPV module/VFD integrated with GPRS,having MPPT ,Protection IP 65 or above as per MNRE to run 10HP AC induction motor pump set .

Solar cable 4 mm2 used as per IS 694 or as per MNRE.

copper cable 95 mm2 used as per IS 694 or as per MNRE.

Copper cable 16 mm2 for earthing as per IS 694 or as per MNRE.

Supplying and commissioning of earthing and lighting arrestor and surge protction as per IS 3043,IEC62305-3 and IEC 63227 for 10 HP AC induction motor pump set.

10 H.P. A.C induction motor Solar pump set of having performance with respect to Total Head,Maximum Current, Capacity, Voltage Range etc as per MNRE guidelines.

Miscllaneous Accessories for Installation of 10H.P. A.C induction motor Solar Pump(L.S)

Supplying,installation and commissioning Charge of module and Structure for 10kW.

Maintenance for atleast 5 years or as per MNRE guidline for 50kw spv module and 5 no10 Hp. A.C solar pump with all asscessories.

Supplying 100 mm dia C.I foot valve having single leather flap and gun metal seating .Valve shall be fixed on suction side of pump as per requirement including jointing meterial and hardwear . (Common Part-A, M-1063, (pg-134) Flange type

G.I fittings (conforming to I.S.- 1879) . 100 mm dia G.I. Bend - (Common Part-A, M-930(A-ix), (pg-92)

G.I fittings (conforming to I.S.- 1879.) 100 mm x 100mm long (4" dia G.I. Nipple) (Common Part-A M-930(J-ix), (pg-94)

G.M Non- Return valve Horizontal (ISI marked)100 mm dia wt. non less then 1.80kg.(Common Part -A M-926(ix) (pg-91)

G.I fittings (conforming to I.S.- 1879.)100 mm G.I. Reducing Tee Plain(taking larger dimention). Common Part-A, M930,(D)-(viii), Pg-92

Providing and supplying in standard lengths High density polyethylene pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (Latest revison with necessary jointing materials like mechanical connector i.e thread/insert joint/quick release coupler joint/compression fitting joint or flanged joints excluding coupler/specials and taxes.) Note:- The rates are F.O.R at work site in Jharkhand including Royalty, inspection charges and other taxes but excluding GST & C.P., H.D.P.E rising main pipe of materials grade-PE80-PN10(dia 200 mm), (Common Part-A, M-1028, Pg-104)

Providing and supplying ISI Mark CI D/F reflux valve (Non return valves) of 200 mm dia with inspection charges, unloading from railway wagon, loading into truck transportation up to departmental stores /site unloading stacking etc. complete reflux valves as per IS 5312 part(1984) Without bypass arrangment-PN-1, 7. 200 MM (Common Part-A, M1039, Pg-118)

Providing and supplying in standard lengths High density polyethylene pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (Latest revison with necessary jointing materials like mechanical connector i.e thread/insert joint/quick release coupler joint/compression fitting joint or flanged joints excluding coupler/specials and taxes.) Note:- The rates are F.O.R atwork site in Jharkhand including Royalty, inspection chargesand other taxes but excluding GST & C.P., H.D.P.E rising main pipe of materials grade-PE80-PN10(dia 110 mm), (Common Part-A, M-1028, Pg-104)

Providing double flange sluice valve( Size 50mm to 1200 mm) confirming for IS- 2906/14846 including worn gear arrangements as per test pressure stailess steel spindle, caps, transportation etc. all complete.( with bypass arrangement PN-1), 100 mm dia G.I.Sluice valve (Common Part - A , M1039(B)4, Pg-120)

G.I fittings (conforming to I.S.- 1879),100 mm dia G.I Socket Plain(Taking larger dimension),(Common Part - A, M930 E-(ix)Pg-93)

4" dia M.S. Suction pipe/Delivery pipe (C.E. Lt-2873, DT-31/12/2013, (item-1)

4" dia G.I. Flange (C.E. Lt-2873, DT-31/12/2013, (item-39)

4" x 8"/10" Reducer (C.E. Lt-2873,dt-31/12/2013, item-96)

8" M.S. Pipe (C.E. Lt-2873,dt-31/12/2013, Sl. No.-1)

8" Flange (C.E. Lt-2873,dt-31/12/2013, item-41)

8" M.S. bend(C.E. Lt-2873,dt-31/12/2013, item-46)

4" PVC Tee(C.E. Lt-2873, dt-31/12/2013, Sl.No.-105)

4" PVC Tail piece(C.E. Lt-2873, dt-31/12/2013, Sl.No.-65)

4" PVC Bend (C.E. Lt-2873, dt-31/12/2013, Sl.No.-111)

Solvent Cement(Sl No.134) (C.E. Lt-2873,dt-31/12/2013, item-134)

M-Seal(Sl No.136) (C.E. Lt-2873,dt-31/12/2013, item-136)

E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtain to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete job as per specification and direction of E/I. (5.1.1) BCD PART B

Extra for earth work in hard soil (vide classification of soil item-B) and diposal 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. (5.1.2 BCD PART B)

E/W in filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches with in a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) (5.1.7. BCD PART B.)

Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material, labour, royalty and taxes all complete job as per specification and direction of E/I. (Mode of measurement compacted volume) (5.1.10) BCD

Earth work in excavation of foundation trenches of toe wall,spillway,head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 m as per specification and direction of E/l.(Vide Item No. - 5.1.14.1 of WRD Part -B ,Pg No.-99)

Providing designation 75A brick work in C.M. (1:6) in Foundation and Plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curng, taxes and royalty all complete job as per specification and direction of E/I. (5.2.3) BCD PART B

Providing 75A brick work in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curng, taxes and royalty all complete job as per specification and direction of E/I. (5.2.10) BCD PART B

Providing 75A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curng, taxes and royalty all complete job as per specification and direction of E/I. (5.2.11) BCD PART B

Providing random stone masony in cement mortar (1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per budiling specification and direction of E/I. (5.2.31) BCD PART B

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (5.3.1.2) BCD PART B

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). (5.3.5) BCD PART B

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (5.3.9.1) BCD PART B

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (5.3.9.2) BCD PART B

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) (5.3.10) BCD PART B

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3.11) BCD PART B

Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components as per specification and direction of E/l. (5.3.17 WRD PART B.)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (BCD-5.3.17.1)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (BCD-5.3.17.3)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (BCD-5.3.17.5)

Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, abutment, posts and struts (BCD-5.3.17.6)

Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components as per specification and direction of E/l. (5.3.18 WRD PART B.)

Providing 25 mm precast cement concrete jali1:2:4 (1 cement:2coarse sand (zone III):4 graded stone aggregate 6 mm nominal size, reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. excluding platering of the joints, sills and soffits as per building specification and direction of E/l.. (5.3.21.3) BCD PART B

Providing Tor steel reinforcement 8 mm dia rods as per approved design and drwaing with cutting bending and binding with aneanlled wire with cost of wire removal of rust, placing the rods in position (including carraige of bars to work site) all complete as per building specicication and direction of E/I. (5.5.4) BCD PART B

providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (a) 10 mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) (5.5.5) BCD PART B

providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) (5.5.5) BCD PART B

Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat as pe approved design and drawing properly fabricated with joints contineous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where material is not supplied by the department) (5.5.12) BCD PART B

Labour for fitting and fixing barbed wire fencing in 6 rows,horizontal upto aheight of 1.85 M and 2 Diagonals including fixing of post in cement concrete at 2.5 M centres including cost of staples but excluding the cost of cement concrete angle iron post, its cutting and making holes, nuts and bolts as per complete building specification and direction of E/I. (5.5.22) BCD PART B

Drilling 6mm dia holes MS angle iron for fixing of staples etc as as per building specification and direction of E/I. (5.5.23) BCD PART B

Labour for cutting of MS angle iron post to require length, one end splitted as fishtailed in a length of 150mm complete as per building specification and direction of E/I. (5.5.24) BCD PART B

Supplying, fitting and fixing 20 gauge GCI sheet gate fitted on MS angle frame of size 60*60*6mm. including cost of fabrication providing necessary locking arraangment with haskal and dommy duly fixed in PCC (1.2.4)block of required size applying a priming red lead paint over steel work tax all complete as per drawing specification and direction of E/I. (5.5.29) BCD PART B

Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat or 16 mm M.S. Square bars fitted on 25 x 25 x 6 mm M.S. Angle frame including cost of fabrication providing necessary locking arragements with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying and priming red lead paint over steel work, taxes all complete as per specification and direction of E/I. (when steel i not supplied by the deptt.) (5.5.30) BCD PART B

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (5.5.35) BCD PART B

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing and specification and direction of E/l. (5.6.1) Common Part - A

Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. (5.6.3) BCD PART B

Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of materials but excluding the cost of carriage as per specification and direction of E/l.. (5.6.2) Common Part - A

Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design drawing ncluding the cost of materials royalty and taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l. (5.6.3) Common Part - A

Supplying and laying boulder in rock toe in trenches of the dam as per design, drawing including the cost of materials royalty and taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l. (5.6.4 ) Common Part - A

Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with flooring coat of neet cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandom stone, taxes and royalty with all complete job as per specification and direction of E/I. (5.6.9) BCD PART B

Providing 12mm thick C.P. (1:3) with clean coarse sand of 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. (5.7.1 BCD PART B.)

Providing 12mm thick C.P. (1:4) over walls with clean coarse sand of 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 dirtection of E/I.. (5.7.2) BCD PART B.

Providing 12mm thick C.P. (1:6) with clean coarse sand of F.M. 1.5 including screeing curing with all leads and lifts of water scaffolding, taxes and royalty all complete job as per building specification and direction of E/I. (5.7.3) BCD PART B

Providing 6mm thick C.P. (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screeing curing with all leads and lifts of water scaffolding, taxes and royalty all complete job as per building specification and direction of E/I. (5.7.6) BCD PART B

Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (5.7.11) BCD PART B

Providing 25mm thick C.P. (1:4) with clean coarse sand of F.M. 1.5 including screening, curng, with all leads and lifts of water scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (5.7.12 BCD PART B)

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

Providing primer two coat of red lead paint of approved make over new steel surface including prepairing the surface after cleaning removing, dust, dirt, scales, smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete buiding speciciation an direction of E/I. (Mode of measurement area shall b emultiplied by the co-efficient as indicatted in building specfication) (5.8.41) BCD PART B

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

Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressedwith earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. (6.1.16) WRD PART B

Providing coarse clean sand filling in foundation trenches and plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material, labour, royalty and taxes all complete job as per specification and direction of E/I. (Mode of measurement compacted volume) (7.1.37) WRD PART B

Providing bricks, flat soling with designation 75 A brick, joints filled with coarse sand of approved quality including royalty and all taxes,all complete job as per specification and direction of E/I. (7.7.14) WRD PART B

Labour charge for fitting and fixing of 125 mm to 150 mm dia C.I. foot valve or flange (all standard make with or without check) in position with respective 125 mm to 150 mm dia G.I. Pipe including supply of 22 mm thick rubber packing and proper size of nut and bolts of hard steel, including making of valve seat etc. complete job including carriage of materials from site godown to work site as per specification and direction of E/I. (8.1) WRD Part B

Labour charge for fitting & fixing 125 mm to 150 mm dia G.I. M.S. Bend of any degree with 125 mm G.I. or M.S. Pipe (All of standard make) including threading with required and carriage to site godown to work site all complete job leakproof as per specification and direction fo E/I. (8.5) WRD Part B

Labour charge for fitting & fixing 200 mm to 250 mm G.I. reducing socket (all standard make) in position including cost of hard steel nuts and bolts of proper size rubber packing, safeda etc. including cost of carriage from site godown to work site and T&P all complete job leakproof as per specification and direction of E/I. (8.9) WRD Part B

Labour charge for fitting & fixing 150mm dia. sluice or N.R valve (all of standard make) in position (both ends) in series (only one end) in position including cost of hard steel nut and bolt of proper size in 10mm thick rubber packing, safeda etc. and also including the cost of carriage from site godown to work site, tools and plants etc. all complete leak proof as per specification and direction E/I. (WRD 8.15)

Labour charge for fitting and fixing 600mm x 300mm C.I. grating in the steining walls of intake well as per specification and direction of E/I. (8.59) WRD Part B

L/C for fitting and fixing of 150 mm dia. all pressure P.V.C tail piece dia C.I. foot valve or flange (all of standard make check) in position including carriage from site godown to work site, tools & plants etc. all complete job as per specification and direction of Engineer-in-charge.(WRD 8.62)

L/C for fitting & fixing 150mm x 150mm x 150mm PVC Tee of all pressure in position including cost of carriage from site godown to work site and T&P, all complete as per specification and direction of E/I.(WRD 8.67)

Labour charge for threading of pipes 200mm dia. including the cost of carriage from site godown to work site, tools and plants etc. all complete leak proof as per specification and direction E/I. - (WRD 8.88)

Providing Iron and steel material angle size in mm (75X75X8),Common part A (M - 195, P-39),b(iii) .

Providing Barbed wire all complete job. As per specification and drawing and direction of E/I. (M-215, P - 56 SL. No. 31 Common Part - A)

Hire charge of diesel operated pump for bailing out of water during construction all complete as per building specification and direction of E/l. (PM 29 WRD Part B, P - 83, Sl.No. - 10)

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making but wt welded joint, supplying heatin miror, jack etc. and providing night gurad barrier and red light to safe guard against ancident, all complete as per spacification adn direction of E/I. (b) 110/100mm dia. (3.1.37b) PHED Part B

Supplying labour and tools for laying and jointing A.C. Pressure pipe in trenches (as per I.S.S.) with G.I. detachable joints with "o" rings including providing night guard barrier and red light to safe guard against accident all coplete as per specification and direction of E/I. ((3.1.38f) PHED PART B. 200 mm I.D.

Supplying labour and equipment for earth work for digging well (vide classification of soil item - A) including removing the soil to a safe distance upto 50 M from the edge of the well all complete job as per specificition and direction of E/l. (3.1.64) PHED PART B (i) upto 3 M

(ii) 3M to 4M - p/4d2h

(iii) 4M to 5M - p/4d2h

(iv) 5M to 6.00M - p/4d2h

(v) 6M to 6.25M - p/4d2h

Supplying materials and labour for providing R.C.C. Well curb (1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete as per specification and direction of E/I. (3.1.68 Phed. Part B)

Supplying materials and labour for fixing 20mm dia M.S. bar steps in steining wall of 0.30 M interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. (3.1.71) PHED PART B

.Cost of carriage of materials : Cement (35 SR + 01 K )

Sand : ( 10 SR + 01 K )

Stone Chips : (25 SR + 01 K )

Boulder : (25 SR + 01 K )

Stone Metal (25 SR + 01 K )

Bricks (15 SR + 02 K )

Point wiring in PVC Cunduct with Piano Type switch. Wiring for Light point, fan point, exhaust fan point, call bell point with 1.5 sq mm FR PVC insulated copper cunducter sigle core in surface/recessed PVC cunduit, piano type switch, phenolic laminated switch with suitable size PVC/MS box etc. as required. 1.1 (1.1.1 Group A) Energy PART B

S.I.T.C. of floowing rating LED Street lighting laminarie with pressure die cast housing and toughened glass cover, IP 66 protection, Luminous EFFICARY greater or equal to 110 LM/W with lens in existing pole/pipe for supply voltage 110 - 270 V AC, 50 Hz, Luminarie shall be confirmed to IS:10322 part - 5/ Section - 3 and shall be complete with all necessary accessories as required.30W Led Street Light. 9.1 (9.1.3) Energy PART B.

63A TPM 415/440 V main switch .( C.E.Lt-2873, dt-31.12.2013)

Voltmeter - 500 V ( C.E.Lt-2873, dt-31.12.2013)

Ampere Meter - 60 A ( C.E.Lt-2873, dt-31.12.2013)

Wooden panel board for fitting main switch, volt meter, amp. meter etc. ( C.E.Lt-2873, dt-31.12.2013)

7/20 Copper Wire, ( C.E.Lt-2873, dt-31.12.2013).

7/18 Copper Wire ( C.E.Lt-2873, dt-31.12.2013)

Batten Holder. ( C.E.Lt-2873, dt-31.12.2013)

5 Ampere switch.( C.E.Lt-2873, dt-31.12.2013)

100 Watt Bulb.( C.E.Lt-2873, dt-31.12.2013)

PVC Tape.( C.E.Lt-2873, dt-31.12.2013)

1½" P.V.C. Flexible Pipe.( C.E.Lt-2873, dt-31.12.2013)

63A Copper bushbar - 3 Phase 4 Pole( C.E.Lt-2873, dt-31.12.2013)

Goods & Services Tax (G.S.T.) from SI. No.- 12 to SI. No.- 122 @ 18%

1% Labour Cess

M/S ALLIANCE ENTERPRISES (BID ID -664780)