WRD/MID/SRK/BD/SLI-01/2025-26 Construction of work of Deoli (Potka) solar powered lift irrigation scheme under Block- Kharsawan.

Amount

Solar Module Mounting (Galvanised Steel) surface structure ( For 10 Kw) having hot deep galvanised of zinc thickness 80 micron and as per IS4759 with C Channel & anti theft with nut bolt of grade SS304,which should also withstand high wind velocity upto 150 km/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 10 HP 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 lightening arrestor and surge protection as per IS 3043, IEC 62305-3, 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 10 H.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 guidelines

4"(110mm) dia M.S.pipe tata( Suction pipe and Delivery Pipe) (C.E. Lt-2873, DT-31/12/2013, (item-1)

Supplying C.I foot valve having single leather flap and gunmetal seating. Valve shall be fixed on section side of pump as per requirement including jointing meterial and hardware. 4" dia C.I. Foot Valve (Item No.WRD Common Part-A, M-1063, (pg-134)

G.I Fitting (conforming to I.S -1879) 4" dia G.I. Bend - (Item No.WRD Common Part-A, M-930(A-ix), (pg-92)

4"(110mm) dia M.S 6mm thick Flange (C.E. Lt-2873, DT-31/12/2013, (item-39)

G.I Fitting (conforming to I.S -1879) 100 mm dia x 100 mm long 4" dia G.I. Nipple ((Item No.WRD Common Part-A M-930(J-ix), (Pg-94)

G.I Non Return Valve Horizotal (ISI) 100mm dia wt not less than 1.80kg 4" dia N.R. Valve (Item No.WRD Common Part A M-926(ix) (pg-91)

4"(110 mm ) x 8"(200mm )Reducer thikness 6mm Reducer (C.E. Lt-2873,dt-31/12/2013, item-96)

10"(250mm) M.S. Pipe tata (C-Class) (C.E. Lt-2873,dt-31/12/2013, Sl. No.-5)

G.I Fitting (conforming to I.S -1879) Reducing Tee Plain (Taking larger dimension ) 4"(100mm) G.I. Reducing Tee (Item No.WRD 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 (Lastest Revision with necessary jointig materials like mechanical connector i.e thread /insert joint/quik release coupler joint /compression fitting joint or flanged joint excluding coupler /specials and taxes) HDEP pipe of materials grade PE80 -PN10 (dia in mm) 250mm (10") H.D.P.E Rising main pipe (Item No.WRD Common Part-A, M-1028, PG-104)

ProvidingSupplying ISI Mark CI reflux valves (Non return Valves) of follwing dia with inspection charges, unloding from railway wagon ,loading into truck transportation upto departmental stores /site unloading stackingm etc.complete reflux valve as per IS5312Part (1984) Without bypass arrangement -PN-1 10" C.I. Non-Returning Valve (Item No.WRD Common Part-A, M1039, (A)-8, Pg-118)

10"(250mm) M.S Flange 6mm thick (C.E. Lt-2873,dt-31/12/2013, item-43)

10"(250mm) M.S Bend 6mm thick 10" M.S. bend (C.E. Lt-2873,dt-31/12/2013, item-48)

6" (160mm )M.S. pipe tata (C -Class ) (C.E. Lt-2873, dt-31/12/2013, Sl.No.-3)

G.I Fitting (conforming to I.S -1879) 6" G.I. bend (Item No.WRD Common Part-A, M930, (A)-(xi), Pg-92)

Providing and supplying in standard lengths High density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (Lastest Revision with necessary jointig materials like mechanical connector i.e thread /insert joint/quik release coupler joint /compression fitting joint or flanged joint excluding coupler /specials and taxes) HDEP pipe of materials grade PE80 -PN10 (dia in mm) 160mm( 6" dia) HDPE Pipe (Item No.WRD Common Part-A, M-1028, PG-104)

Providing and supplying in standard lengths High density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (Lastest Revision with necessary jointig materials like mechanical connector i.e thread /insert joint/quik release coupler joint /compression fitting joint or flanged joint excluding coupler /specials and taxes) HDEP pipe of materials grade PE80 -PN10 (dia in mm) 110 mm(4" dia) HDPE Pipe (Item No.WRD Common Part-A, M-1028, PG-104)

Providing double flange sluice valve (size 50mm to 1200 mm) confirming for IS- 2906/14846 including worm gear arrangment as per test pressure stailess steel spindle , caps transportation etc all complete . With bypass arrangment -PN-1 150mm (6" dia) G.I Sluice Valve (Item No.WRD Common Part A M1039(B)6, Pg-120)

G.I Fitting (conforming to I.S -1879) Soket plain (Taking larger dimension) 150mm (6"dia ) G.I Socket (Common Part A M930(E-xi) Pg93)

Providing double flange sluice valve (size 50mm to 1200 mm) confirming for IS- 2906/14846 including worm gear arrangment as per test pressure stailess steel spindle , caps transportation etc all complete . With bypass arrangment -PN-1 100mm (4" dia) G.I Sluice Valve (Item No.WRD Common Part A M1039(B)6, Pg-120)

4" (110mm) PVC Tee thickness 6mm (C.E. Lt-2873, dt-31/12/2013, Sl.No.-105)

4" (110mm) PVC Tail piece (C.E. Lt-2873, dt-31/12/2013, Sl.No.-65)

4" (110mm) PVC Bend (C.E. Lt-2873, dt-31/12/2013, Sl.No.-111)

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

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

Earthwork 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 50M 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.. (Item No.BCD 5.1.1. )

Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). (Item No WRD 5.1.10 Part A)

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). 90% of item no 29 (Item No. 5.1.7 BCD Part B)

Supplying labours and tools for laying and jointing A.C.pressure pipe in trenches (As per l.S.S.) with G.l. detachable joints with "O"rings, including providing night guard, barrier and red light to safe guard against accident all complete as per specification and direction of E/1. (A.C. pressure pipe with C.l. detachable jointing with "O" rings will be suoolied departmentally free of cost). Item No.Phed Part B (3.1.38 F)

Supplying labours and tools for laylng and Jointlng H.D.P.E. pipes in trenches and making butt unlded Jolnt, supplylng heating minor, jack otc. and provlding nlght guard, banlsr and rod llght to safe guard agalnst ancident, all complete Bs p6r speclflcatlon and direction of Ul (H.D.P.E. plpes willbe supplled dcpartnsntally free of cost). 160/150mmdia Item No.Phed Part B (3.1.37 D)

Supplying labours and tools for laylng and Jointlng H.D.P.E. pipes in trenches and making butt unlded Jolnt, supplylng heating minor, jack otc. and provlding nlght guard, banlsr and rod llght to safe guard agalnst ancident, all complete Bs p6r speclflcatlon and direction of Ul (H.D.P.E. plpes willbe supplled dcpartnsntally free of cost). 110/100mmdia (Item No. Phed Part B(3.1.37 B)

Labour charge for fitting & fixing of 125mm to150mm dia C.I foot valve or flange (all of standard make with or without check )in position with respective 125mm to 150mm dia G.I pipe including supply of 22mm 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. (Item No. WRD Part -B, 8.1)

Labour charge for fitting & fixing 150mm dia all pressure P.V.C. Tail Piece (All of standard make ) in position including carrige from site godown to the work site ,tools and plants etc .All complete job as per specfication and direction E/I (Item No.WRD Part -B, 8.62)

Labour charge for fitting & fixing of 125mm to 150mm dia G.I M.S bend of any degree with 125mm or M.S Pipe (all of standard make ) including threading ,if required and carriage to site godown to works site ,all complete job,leak proof, as per specfication and direction E/I G.I. Bend (Item No.WRD Part B,8.5)

Labour charge for fitting & fixing200mm/250mm 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 leak proof as per specfication and direction of E/I. Reducer (Item No.WRD Part B, 8.9)

Labour for fitting and fixing 150mm dia pP.V.C. bend (of standard make ) all dgree and all pressure including carriage from site godown to work site tools and plants etc. all complete job leak proof as per specfication and direction of E/I. 150mm P.V.C. Bend (Item No.WRD Part -B,8.70)

Labour charge for fitting & fixing 150mm X 150mm X150mm P.V.C Tee of all pressure in position including carriage from site godown to work site tools and plants etc. all complete job leak proof as per specfication and direction of E/I. P.V.C./G.I. Tee (Item No.WRD 8.67)

Labour charge for fitting & fixing 150mm dia sluice or N.R valve (all of standard make ) in position (Both ends) 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 specfication and direction of E/I. N.R. valve & sluice valve (Item No.WRD Part B, 8.15)

Labour charge for threading of pipe 150mm dia including carriage from site godown to work site as per specfication and direction of E/I. M.S. pipe - (Item No.WRD Part -B,8.88)

Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (A) E/V\l up to 3 metre depth below G.L. (Item No. Phed Part B(3.1.64 )

Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l (i) 3M to 4M - p/4d2h (Item No.PHED 3.1.64)

Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (Item No.PHED 3.1.64) (ii) 4M to 5M - p/4d2h

Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (Item No.PHED 3.1.64) (iii) 5M to 6.00M - p/4d2h

Supplying labour and equipment for digging well vide classification of soil item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and directionof E/l. (Item No.PHED 3.1.64) (iv) 6M to 6.25M - p/4d2h

E/W in filling in foundation trenches or back filling of masonry structrue with suitable earth in layers not exceeding 150mm thick well watered ,rammed and fully compacted and finally dressed withearth obtained from excavation of foundation trencehs and kept at a lead of 30m and intial lift of 1.5m complete as per specification and direction of E/I. (Item No.WRD 6.1.16 PART B)

Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (Item No.BCD 5.2.31)

Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per specification and direction of E/l. (Item No.PHED 3.1.68)

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. (Item No.WRD 5.6.4 COMMAN SL NO. 6.4 Part A)

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing and specification and direction of E/l. (Item No.WRD 5.6.1 COMMAN SL NO. 6.1 Part A)

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. (Item No.WRD 5.6.2 COMMAN Part A SL NO. 6.2 )

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 and specification and direction of E/l. (Item No.WRD 5.6.3 COMMAN Part A SL NO. 6.3 )

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. (Item No.WRD 8.59 Part B)

Providing 25mm precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6mm nominal size and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/l. (Item No.BCD 5.3.21.3)

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. (Item No.PHED 3.1.71)

Providing 25mm thick C.P. (1:4) 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. (Item No.BCD 5.7.12)

Providing R.C.C. M-200 with nominal mix of (1:1½:3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l. (Item No.BCD 5.3.11)

Providing R.C.C. M-200 with nominal mix of (1:1½:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l. (Item No.BCD 5.3.10)

Providing T.M.T. reinforcement (torn steel as per approved design drawing. Removal of rest cuitting, bending, binding including supplying annealed wire placing rod in position all complete job as per specification and directions of E/l. (Item No.BCD 5.5.5 .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. (Item No WRD PM-29 SN.10 Pg-83 Part B)

Providiag Sand filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specificition and direction of E/l. Column (Item No.WRD 7.1.37 Part B)

Providing Brick flat with desgnation 75A bricks ,joint filled with coarse sand of approved quality including royality and all taxes all complete Job as per specificition and direction of E/l. Column - (Item No.WRD 7.7.14 Part B)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All wrk up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) (Item No.BCD 5.3.1.2)

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) Tie Beam (Item No.BCD 5.3.9.1)

Providing 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 provinding 10mm thick mortar joints , cost of screening materials raking out joints to 15mm depth curing ,taxes and royalty all complete job as per building specification and direction of E/I. (Item No.BCD 5.2.3)

Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 (1 Cement : 2 Coarce sand (zone-III) : 4 Graded stone aggregate 20 mm nominal size) (Item No.BCD 5.3.5)

Providing designation 75 B 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 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (Item no. 5.2.10BCD)

Providing 25 mm thick cement concrete flooring (1:2:4) with 20mm to 6 mm size graded stone chips finished with flooring coat of net cement in pannels including cost of curing finishing the surface smooth by rubbing with carborandum stone ,taxes and royalty with all complete as per building specification and direction of E/I (Item No.BCD 5.6.9)

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. (Item No.BCD 5.5.29)

Supplying, fitting, and fixing M.S. Grill made of 20X6mm M.S. Flate as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.) (ITEM NO. 5.5.12)

Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 (Item No.BCD 5.5.5 (b) )

Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scafolding taxes and royalty all complete as per buildings specification and direction of E/I. (Item no. 5.7.6 BCD)

Providing 12mm thick cement plaster (1:6) 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 (Item no. 5.7.3 BCD)

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I. (Item no. 5.8.24 BCD)

Provinding primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing 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. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.) (Item no. 5.8.41 BCD)

Provinding two coat of painting with ready mixed paint of approved make over new steel surface including preparing the surface after cleaning, removing 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. (Mode of measurment Area shall be multiplied by the co-efficient as indicated in building specificaton.) (Item no. 5.8.43 BCD)

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) (Item No.BCD 5.3.9.2)

PProviding designation 75 A 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 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (Item No.BCD 5.2.11)

Providing Tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. TMT Fe 500 ((Item No.BCD 5.5.4 )

Providing designation 75 B 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. (Item No. 5.6.3 BCD )

Providing designation 75 B 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 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (Item no. 5.2.14 BCD)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. For mass concrete (Item no. 5.3.17.1 BCD)

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts, and Struts. (Item no. 5.3.17.6 BCD)

Providing Iron and steel materials:-75 x75x6/8/10 (Gr.A) (Item No.WRD Part -B ,M-195 p-40)

Providing Barbed wire of 4 point,2 ply 12 SWG,150mm apart all complete job. As per specification and drawing of E/I. (Item No.WRD Part -A ,M-215 p-56)

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. (Item No.BCD 5.5.24)

Drilling 6mm dia holes MS angle iron for fixing of staples etc as as per building specification and direction of E/I. (Item No.BCD 5.5.23)

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 as per building specification and direction of E/I. (Item No.BCD 5.5.22)

Supplying, fitting and fixing MS Grill Gate with M.s Grills Made of size 20X6mm M s Plate or 16 mm Ms Squre Barfitted on 25 X 25X6mm M.S Angle frame of size 60X60X6mm. including cost offabrication providing necessary locking arrangment with haskal and domny duly fixedin P.C.C (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 (when steel is not supplied by the Deptt.) Door (Item No.BCD 5.5.30)

Extra for earthwork in hard soil as specification and direction of E/I.(vide clssification soil item -B) (Item No.BCD 5.1.2)

Structural steelwork 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. (Item no. 5.5.35 BCD)

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M 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. (Item No.BCD 5.1.1+5.1.2)

Providing 12mm thick C.P. (1:3) with clean coarse sand of F.M.1.5 including screening ,curring with all lead and lifts of water,scaffolding taxes and royalty all complete job as per specification and direction of E/I. (Item No.BCD 5.7.1)

Providing shuttering including structing, propping etc. and its removal after use in foundation work as per specification and direction of E/l. (Item No.WRD 5.3.17)

Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components of dam involving mass concrete including cost of frome works,their carriage from work shop to works site etc., errection with the help of suitable crane and stripping etc all complete as per specification and direction of E/l. (Item No.WRD 5.3.18)

Providing 12mm thick C.P. (1:4) with clean coarse sand of F.M.1.5 including screening ,curring with all lead and lifts of water,scaffolding taxes and royalty all complete job as per specification and direction of E/I. (Item No.BCD 5.7.2)

Providing 1.5 mm thick neat cement punning including curing, carrige of water withall lead and lifts as per building specification and direcition of E/l. (Item No.BCD 5.7.11)

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,Sl.No.-187)

Voltmeter - 500 V ( C.E.Lt-2873, dt-31.12.2013,SL.No.-188)

Ampere Meter - 60 A ( C.E.Lt-2873, dt-31.12.2013, SL.No.-189)

Wooden panel board for fitting main switch, volt meter, amp. meter etc. ( C.E.Lt-2873, dt-31.12.2013,SL. No.-202)

7/20 Copper Wire, ( C.E.Lt-2873, dt-31.12.2013,SL. No-194).

7/18 Copper Wire ( C.E.Lt-2873, dt-31.12.2013,SL. No. 197)

Batten Holder. ( C.E.Lt-2873, dt-31.12.2013,Sl. No.-198)

5 Ampere switch. ( C.E.Lt-2873, dt-31.12.2013,SL.No. 214)

100 Watt Bulb. ( C.E.Lt-2873, dt-31.12.2013,SL.No.-203)

PVC Tape. ( C.E.Lt-2873, dt-31.12.2013,SL.195)

1½" P.V.C. Flexible Pipe. ( C.E.Lt-2873, dt-31.12.2013,199)

63A Copper bushbar - 3 Phase 4 Pole. ( C.E.Lt-2873, dt-31.12.2013,SL.No.-201)

Cement -

Stone Chips -

Stone Metal

Boulders -

Steel -

Brick

1% Labour Cess

GAYATRI ENGINEERING WORKS (BID ID -663057)