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| 1 | 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1. BCD) |
| 2 | Providing coarse clean sand in filling in 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) (COMMON SOR SL NO 5.4-- (5.1.10 )) |
| 3 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within 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 |
| 4 | Supplying labours and tools for laying and jointing AC 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 complete as per specification and direction of E/I.( AC pressure pipe with C.I. detachable jointing with 'O ' rings willl be supplied departmentally free of cost) --(Labour charge for laying of 10\\" dia pipe)--Phed Part B (3.1.38F) |
| 5 | 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) 160/150mm dia. (Vide DWSD SOR Item No-3.1.37(D)) |
| 6 | 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. (Vide DWSD SOR Item No-3.1.37(B)) |
| 7 | L/C for fitting and fixing of 125mm to 150 mm dia C.I. foot valve or flange ( all of standard make with or without check) in position with respective 125mm 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/l ( Labour charge for fitting & fixing of 110mm foot valve ) (WRD 8.1) |
| 8 | Labour charge for fitting & fixing150 mm dia all pressure P.V.C. Tail Piece (all standard make) in position including cariage from site godown to the work site, tools and plants etc. all complete job as per speficiation and direction of E/I(8.62) WRD Part B |
| 9 | L/C for fitting and fixing 125mm 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,if required and carriage to site godown to work site,all complete job ,leak proof all complete job as per specification and direction of E/I. (WRD 8.5) |
| 10 | Labour charge fitting & fixing 200 mm / 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 |
| 11 | Labour charge for fitting & fixing 150 mm x 150 mm x 150 mm P.V.C. Tee of all pressure in position including cariage from site godown to the work site, tools and plants etc. all complete job as per speficiation and direction of E/I(8.67) WRD Part B |
| 12 | Labour charge for fitting & fixing of 150 mm N.R. valve & sluice valve (all of standard make) in position both ends in position (both end) in position including cost of hard Steel nut and bolt of proper size in 10 mm 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 spesification and direction of E/I.(8.15) WRD Part B |
| 13 | Labour charge for threading of pipe 150mm dia including carriage from site godown to work site as per specification and direction of E/I/. (8.87) WRD Part B |
| 14 | Providing coarse clean local sand in filling in foundation trenches including ramming and watering, including royalty and all other taxes complete job as per specification and direction of E/I. (Mode of measurement compacted volume) (7.1.37) WRD PART B |
| 15 | Providing brick flat soling with designation 75A bricks 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 |
| 16 | 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 |
| 17 | Providing Angle (75x75x8 ) ( Grade A) ..do.. E/I.(WRD M-195,P-39 ) |
| 18 | Providing Barbed wire of 4 point, 2ply 12 SWG 150 mm apart all complete job. As per specification and direction of E/I. ( COMMON PART A M-215,P-56 SN 31) |
| 19 | 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.( BCD 5.5.24) |
| 20 | Drilling 6mm dia holes MS angle iron for fixing of staples etc as as per building specification and direction of E/I.( BCD 5.5.23) |
| 21 | 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.( BCD 5.5.22) |
| 22 | 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.( BCD 5.5.5 a ) |
| 23 | Supplying, Fitting and fixing M.S. Grill gate 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 drawing specification and direction of E/I. (when steel is not supplied by the deptt.) (5.5.30) BCD PART B |
| 24 | Supplying labour and equipment for digging well vide classification of soil item- A including removing the spoils to a safe distance upto 50 m from the edge of the well all complete as per specification and direction of E/I ( DWSD 3.1.64)(upto 3m) |
| 25 | Supplying labour and equipment for digging well vide classification of soil item- A including removing the spoils to a safe distance upto 50 m from the edge of the well all complete as per specification and direction of E/I . ( DWSD 3.1.64) i. (3m-4m) |
| 26 | Supplying labour and equipment for digging well vide classification of soil item- A including removing the spoils to a safe distance upto 50 m from the edge of the well all complete as per specification and direction of E/I . ( DWSD 3.1.64) ii (4m-5m) |
| 27 | Supplying labour and equipment for digging well vide classification of soil item- A including removing the spoils to a safe distance upto 50 m from the edge of the well all complete as per specification and direction of E/I . ( DWSD 3.1.64) iii(5m-6m) |
| 28 | Supplying labour and equipment for digging well vide classification of soil item- A including removing the spoils to a safe distance upto 50 m from the edge of the well all complete as per specification and direction of E/I . ( DWSD 3.1.64) iv (6m-6.25m) |
| 29 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not excluding 150mm thick well watered, rammed and fully compacted and finaly dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete job as pr Specification and direction of E/I.( WRD 6.1.16) |
| 30 | 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.( BCD 5.2.31) |
| 31 | Supplying materials and labour for providing RCC well curb ( 1:2:4) including centering and shuttering but excluding the cost of reinforcement all complete job as per specification and direction of E/I ( DWSD 3.1.68) |
| 32 | 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.( COMMON PART A SL NO 5.6.4) |
| 33 | Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing and specification and direction of E/l.( COMMON PART A SL NO 5. 6.1) |
| 34 | 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.( COMMON PART A SL NO 5.6.2) |
| 35 | 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.( COMMON PART A SL NO 5.6.3) |
| 36 | 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.( WRD 8.59) |
| 37 | 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.( BCD 5.3.21.3) |
| 38 | 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.( DWSD 3.1.71) |
| 39 | Providing 25 mm thick cement plaster (1:4) with approved quality of sand requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal, royalty & all taxes etc. complete job as per specification and direction of E/I.( BCD 5.7.12) |
| 40 | 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).( BCD 5.3.11) |
| 41 | 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).( BCD 5.3.10) |
| 42 | Hire charge of diesel operated pump for bailing out of water during construction all complete as per building specification and direction of E/l.( WRD PAGE-83 PM-29) |
| 43 | 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 : 3 graded stone aggregate 20 mm nominal size) ( BCD 5.3.9.1) |
| 44 | 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 joint to 15 mm depth, curing, taxex and royality all complete as per building specification and direction of E/I. ( BCD 5.2.3) |
| 45 | 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). ( BCD 5.3.5) |
| 46 | 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 joint to 15 mm depth, curing, taxex and royality all complete as per building specification and direction of E/I. ( BCD 5.2.10) |
| 47 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm down stone chips finished with flooring coat of neet cement in panels including cost of curing ,finishing the surface smooth by rubbing with carborandom stone, taxex and royality with all complete as per building specification and direction of E/I. ( BCD 5.6.9) |
| 48 | 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. ( BCD 5.5.29) |
| 49 | Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. Flat/square bar as per approved design and drawing ,properly febrication with joints continous fillet welded and finished smooth ,carrriage of grill to work site ,hoisting as per building specification and direction of E/I. ( BCD 5.5.12) |
| 50 | Providing tor steel reinforcement 10 mm , 12 mm & 16 mm dia bars as per approved design and drawing with cutting, bending with annealed wire with cost of wire removal of rust ,placing the rod in position ( excluding the cost of carriage of bars to work site ) all complete as per building specification and direction of E/I. ( BCD 5.5.5 b) |
| 51 | Providing 6mm thick C.P. (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lift of water, scaffolding taxes and royality all complete as per building specification and direction of E/I. ( BCD 5.7.6) |
| 52 | Providing 12mm thick C.P. (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lift of water, scaffolding taxes and royality all complete as per building specification and direction of E/I. ( BCD 5.7.3) |
| 53 | Providing two coats of snowcem of approved shade and make new old surface including washing cleaning, and preparing the walls, scaffolding, curing and taxes all complete as per building specification and direction of E/I.. ( BCD 5.8.24) |
| 54 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification) ( BCD 5.8.41) |
| 55 | Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I. ( BCD 5.8.43) |
| 56 | 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) ( BCD 5.3.9.2) |
| 57 | 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 joint to 15 mm depth, curing, taxex and royality all complete as per building specification and direction of E/I. ( BCD 5.2.11) |
| 58 | Providing tor steel reinforcement of 8 mm dia rods as per approved design and drawing with cutting, bending with annealed wire with cost of wire removal of rust ,placing the rod in position ( excluding the cost of carriage of bars to work site ) all complete as per building specification and direction of E/I. ( BCD 5.5.4) |
| 59 | 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. (Vide BCD SOR Item No-5.1.2) |
| 60 | Providing 12mm cement plaster (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. ( BCD 5.7.1). |
| 61 | Providing shuttering including strutting, propping etc. and its removal after use in foundation work as per specification and direction of E/l.( WRD 5.3.17) |
| 62 | Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components of dam work as per specification and direction of E/l.( WRD 5.3.18) |
| 63 | Providing 12mm 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( BCD 5.7.2) |
| 64 | Providing 1.5 mm thick neat cement punning including curing, scaffolding, royalty and all taxes etc. complete job as per specification and direcition of E/l.( BCD 5.7.11) |
| 65 | 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 |
| 66 | 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. |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. For mass concrete ( 5.3.17.1) |
| 68 | 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.BCD(5.6.3) |
| 69 | Providing structural steel work in single section, fixed with or without connecting plate,including cutting,hoisting,fixing in position and apllying a priming coat of approved steel primer all complete BCD (5.5.35) |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (5.3.17.6) |
| 71 | 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.(5.2.14) |
| 72 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. RCD 4.23B |
| 73 | Carriage of Material a. Cement - |
| 74 | b. Sand - |
| 75 | c. Stone Chips - |
| 76 | d. Stone Metal |
| 77 | e. Boulder |
| 78 | f. Bricks - |
| 79 | 4\\" dia M.S. Suction pipe (C.E. Lt-2873, DT-31/12/2013, (item-1) |
| 80 | Supplying C.I foot valve having single leather flap and gunmetal seating valve shall be fixed on suction side of pump as per requirement including jointing material and hardware 100mm dia C.I Foot Valve (Common Part-A, M-1063, (pg-134) |
| 81 | G.I. Fitting(conforming to I.S-1879).-100mm dia G.I Bend-(Common Part-A, M-930(A-ix), (pg-92) |
| 82 | 4\\" dia G.I. Flange (C.E. Lt-2873, DT-31/12/2013, (item-39) |
| 83 | G.I. Fitting(conforming to I.S-1879)100mm dia G.I Nipple (Common Part-A M-930(J-ix), (pg-94)) |
| 84 | G.M. Non Return Valve Horizontal (ISI marked)100 mm dia N.R. Valve (Common Part A M-926(ix) (pg-91) |
| 85 | 4\\" x 8\\"/10\\" Reducer (C.E. Lt-2873,dt-31/12/2013, item-96) |
| 86 | 10\\" M.S. Pipe (C.E. Lt-2873,dt-31/12/2013, Sl. No.-5) |
| 87 | G.I. Fitting (Conforming to I.S-1879). 100mm G.I. Reducing Tee Plain (Taking larger dimension) (Common Part-A, M930,(D)-(viii), Pg-92 |
| 88 | Providing and supplying in standard length High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (latest Revision with necessary jointing material like mechanical connector i.e thread/insert joint/ quick release coupler/ special and taxes). Note:-The rates are F.O.R at worksite in jharkhand including royality , inspection charges and other taxes but eccluding GST & C.P 250mm H.D.P.E Rising main pipe of material grade PE80-PN10(dia in mm) (grade -PE80-PN10) (Common Part-A, M-1028, PG-104) |
| 89 | Providing and supplying ISI Mark CI D/F reflux valves (non return valve) of 250mm dia with inspection charges, unloading from railway wagon, loading into truck transportation upto departmental stores/ sites unloading stacking etc. complete reflux valve a per IS 5312 Part I (1984)( Common Part -A, M1039-sl.8.,PG-118) |
| 90 | 10\\" Flange (C.E. Lt-2873,dt-31/12/2013, item-43) |
| 91 | 6\\" Flange(C.E. Lt-2873,dt-31/12/2013, item-41) |
| 92 | 6\\" M.S. pipe (C.E. Lt-2873, dt-31/12/2013, Sl.No.-3) |
| 93 | G.I. Fitting(conforming to I.S-1879).-150mm dia G.I Bend-(Common Part-A, M-930(A-xi), (pg-92) |
| 94 | Providing and supplying in standard length High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (latest Revision with necessary jointing material like mechanical connector i.e thread/insert joint/ quick release coupler/ special and taxes). Note:-The rates are F.O.R at worksite in jharkhand including royality , inspection charges and other taxes but eccluding GST & C.P 150mm H.D.P.E Rising main pipe (grade -PE80-PN10) (Common Part-A, M-1028, PG-104) |
| 95 | Providing and supplying in standard length High Density Polyethylene Pipe (HDPE Pipe) confirming to IS 4984/14151/12786/13488 (latest Revision with necessary jointing material like mechanical connector i.e thread/insert joint/ quick release coupler/ special and taxes). Note:-The rates are F.O.R at worksite in jharkhand including royality , inspection charges and other taxes but eccluding GST & C.P 100mm H.D.P.E Rising main pipe (grade -PE80-PN10) (Common Part-A, M-1028, PG-104) |
| 96 | Providing double flange sluice valve 150mm confirming for IS-2906/14846 including worn gear arrangements as per test presure stailess steel spindle , caps, transportation etc. all complete .(Common Part A M1039(B)6, Pg-120) |
| 97 | G.I Fittings (conforming to I.S-1879) 150mm dia socket plain (taking larger dimension) (Common Part A M930(E-xi) Pg93) |
| 98 | 4\\" Dia M.S Delivery Pipe(C.E. Lt-2873, dt-31/12/2013, Item-1) |
| 99 | 4\\" PVC Tail piece(C.E. Lt-2873, dt-31/12/2013, Sl.No.-65) |
| 100 | Solvent Cement(Sl No.134) (C.E. Lt-2873,dt-31/12/2013, item-134) |
| 101 | M-Seal(Sl No.136) (C.E. Lt-2873,dt-31/12/2013, item-136) |
| 102 | Providing double flange sluice valve 100mm confirming for IS-2906/14846 including worn gear arrangements as per test presure stailess steel spindle , caps, transportation etc. all complete . ( Common Part A M1039 (B)4,pg-120 |
| 103 | 63A TPM 415/440 V main switch .( C.E.Lt-2873, dt-31.12.2013) |
| 104 | Voltmeter - 500 V ( C.E.Lt-2873, dt-31.12.2013) |
| 105 | Ampere Meter - 60 A ( C.E.Lt-2873, dt-31.12.2013) |
| 106 | Wooden panel board for fitting main switch, volt meter, amp. meter etc. ( C.E.Lt-2873, dt-31.12.2013) |
| 107 | 7/20 Copper Wire, ( C.E.Lt-2873, dt-31.12.2013). |
| 108 | 7/18 Copper Wire ( C.E.Lt-2873, dt-31.12.2013) |
| 109 | Batten Holder. ( C.E.Lt-2873, dt-31.12.2013) |
| 110 | 5 Ampere switch.( C.E.Lt-2873, dt-31.12.2013) |
| 111 | 100 Watt Bulb.( C.E.Lt-2873, dt-31.12.2013) |
| 112 | PVC Tape.( C.E.Lt-2873, dt-31.12.2013) |
| 113 | 1½\\" P.V.C. Flexible Pipe.( C.E.Lt-2873, dt-31.12.2013) |
| 114 | 63A Copper bushbar - 3 Phase 4 Pole( C.E.Lt-2873, dt-31.12.2013) |
| 115 | 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. |
| 116 | 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. |
| 117 | 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 |
| 118 | Solar cable 4 mm2 used as per IS 694 or as per MNRE. |
| 119 | Copper cable 95 mm2 used as per IS 694 or as per MNRE. |
| 120 | Copper cable 16 mm2 for earthing as per IS 694 or as per MNRE. |
| 121 | Supplying and commissioning of earthing and Lightening Arrestor and surge protection as per IS 3043, IEC62305-3 and IEC 63227 for 10 HP AC induction moter pump set |
| 122 | 10 H.P. A.c. Induction moter Solar pump set of having performance with respect to Total Head,Maximum Current,Capacity,Voltage Range etc as per MNRE guidelines. |
| 123 | Miscllaneous Accessories for Installation of 10 H.P. A.C. Solar Pump (L.S) |
| 124 | Supplying ,installation and commissioning charge of Module and Structure for 10kW. |
| 125 | Maintenance for atleast 5 years or as per MNRE guidelines |
| 126 | G.S.T. @18% |
| 127 | Labour cess@1% Please Enable Macros to View BoQ information |
