CONSTRUCTION OF MUKHYAMANTRY SAUR URJA CHALIT UDHWA SINCHAI YOJNA AT VILLAGE- NARO UNDER BLOCK- ICHAGARH

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 5 anti theft with per nut bolt of grade SS304,which should also withstand high wind velocity upto 150 km/hr or as per MNRE. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

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. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

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 (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Solar cable 4 mm2 used as per IS 694 or as per MNRE. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

copper cable 95 mm2 used as per IS 694 or as per MNRE. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Copper cable 16 mm2 for earthing as per IS 694 or as per MNRE. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

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. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

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. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Miscllaneous Accessories for Installation of 10 H.P. A.C. induction Motor Solar Pump (L.S) (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Supplying ,installation and commissioning charge of Module and Structure for 10kW. (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Maintenance for atleast 5 years or as per MNRE guidelines (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

4" dia M.S Suction pipe (C.E. Lt-2873, DT-31/12/2013, (item-1) (Approved rates by S.E. M.I. Circle Ranchi, through letter no.-138, dated -25/02/2025 (Or S.E. Circle M.I. Circle Chaibasa Lt 136 Dt 03/03/25))

Supplying 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 material and hardware. 100 mm (Common Part-A, M-1063, (pg-134)

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

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

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

G.M. Non Return Valve Horizontal (ISI marked) 100 mm dia wt. not less than 1.80 kg (Common Part A M-926(ix) (pg-91)

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.-5)

G.I. Fittings (conforming to I.S. - 1879) [D] Reducing Tee Plain (Taking Larger Dimension) 100 mm (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 Revision 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). HDPE pipe of material grade PE80-PN10 . 250 mm dia (Common Part-A, M-1028, PG-104)

Providing and Supplying ISI mark CI D/F reflux valves (Non Return Valves) of 250 mm dia with inspection charges,unloading from railway wagon, loading into truck transportation upto departmental stores / site unloading stacking etc complete reflux valve as per IS 5312 part I (1984) (Common Part-A, M1039, (A)-8, Pg-118)

10" Flange (C.E. Lt-2873,dt-31/12/2013, item-42)

10" M.S. bend(C.E. Lt-2873,dt-31/12/2013, item-47)

Providing and Supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) Confirming to IS 4984/14151/12786/13488 (Latest Revision 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). HDPE pipe of material grade PE80-PN10 . 110 mm dia (Common Part-A, M-1028, PG-104)

Providing double flange sluice valve size (100 mm) confirming for IS - 2906 / 14846 including worm gear arrangements as per test pressure stainless steel spindle , caps,transportation etc. all complete (Common Part A M1039(B)6, Pg-120)

G.I. Fittings (conforming to I.S. - 1879) [E] Socket Plain 100 mm (Common Part A M930(E-ix) Pg93)

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 obtained to a distance upto 50 m. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1. BCD)

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) (5.1.1. Part A)

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)

Supplying labours 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 complete as per specification and direction of E/I. 200 mm I D Phed. Part B (3.1.38E)

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt welded joint, supplying heating mirror, jack etc and providing night guard, barrier and red light to safe guard against accident all complete as per specification and direction of E/I. 110/100 mm dia Phed Part B (3.1.37B)

L/C for fitting and fixing of 125 mm to 150 mm dia C.I. foot valve or flange (all of 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 marking of valve seat etc complete job including carriage of materials from site godown to work site as per specification and direction of E/I. (WRD 8.1)

L/C for fitting and fixing 150 mm dia all pressure P.V.C. tail piece (All of standard make) in posiotion including carriage from site godown to the work site, tools and plants etc. all complete as per specification and direction of E/I. (WRD 8.62)

L/C for fitting and fixing of 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 if required and carriage to site godown all complete job, leak proof,as per specification and direction of E/I. (WRD 8.5)

L/C for fitting and fixing 200mm/250mm G.I. Reducing socket (all of standard make) in position including cost of hard steel nuts and bolts of proper size , rubber packing, safed etc including cost of carriage from site godown to work site and T&P, all complete job leak proof as per specification and direction of E/I.(WRD 8.85)

L/C for fitting & fixing of 150 mm dia P.V.C. Bend ( of standard make) all degree and all pressure including carriage from site godown to work site tools and plants etc all complete job as per specification and direction of E/I. (WRD 8.70)

L/C for fitting & fixing 150 mm x 150 mm x 150 mm P.V.C Tee ( of standard make) of all pressure in position including carriage from site godown to work site tools and plants etc all complete job as per specification and direction of E/I.(WRD 8.67)

L/C for fitting and fixing 150 mm dia sluice or N.R. valve (all of standard make) in position (Both end) including cost of hard steel nuts and bolts of proper size in 10 mm thick rubber packing, safed etc and also including cost of carriage from site godown to work site tools and plants etc , all complete leak proof as per specification and direction of E/I. (WRD 8.15)

Labour charge for threading of pipes 200 mm dia including carriage from site godown to work site as per specification and direction of E/I.(WRD 8.88)

Providing Angle (75x75x8 ) @ 8.9kg/M ….do…do -… E/I. (M-195(P-40) WRD)

Providing Barbed wire of 4 point ,2 ply 12 swg , 150 mm apart all complete job. As per specification and direction of E/I. (M215 P56 SN.31 COMMON PART A)

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)

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 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.(5.5.22 BCD PART B)

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.(5.5.5 A, B.C.D PART B)

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 25x25x6 mm M.S. angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.(5.5.30 BCD PART B)

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. Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)(5.1.1 + 5.1.2 B.C.D)

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 B.C.D)

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 B.C.D)

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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3.10 B.C.D)

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 B.C.D)

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 B.C.D)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. (5.3.17.6 B.C.D)

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 B.C.D)

Providing 12mm 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.(5.7.3 B.C.D)

providing Tor steel reinforcement of 8 mm, 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. 8mm dia -(5.5.4 B.C.D)

Providing two coats 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. (5.8.24 B.C.D)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)(5.3.2.2 B.C.D)

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 50 mm 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. 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.(D.S.R. 16.91.2)

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 specificition and direction of E/l. (A) E/W up to 3 metre depth below G.L.(3.1.64 PHED PART B)

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 specificition and direction of E/l. (i) 3M to 4M (3.1.64 PHED PART B)

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 specificition and direction of E/l. (ii) 4M to 5M (3.1.64 PHED PART B)

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 specificition and direction of E/l. (iii) 5M to 6.00M(3.1.64 PHED PART B)

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 specificition and direction of E/l. (iv) 6M to 6.25M (3.1.64 PHED PART B)

E/W in filling in foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150 mm thick well watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m and initial lift of 1.5 m complete as per specification and direction of E/I.(6.1.16 WRD 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. (5.2.31 BCD PART B)

Supplying materials and labour for providing R.C.C well curve(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 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 SL NO 6.4)

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 SL NO 6.1)

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 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.(5.6.3 COMMON 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.(8.59 WRD 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.(5.3.21.3 BCD 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)

Providing 25mm thick cement plaster (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.(5.7.12 BCD PART B)

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.(5.3.11 BCD PART B)

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 SN.10 Pg-83 WRD PART B)

Providing coarse clean local sand filling in foundation trenches including ramming watering royalty and all other taxes complete job as per specification and direction of E/I.(7.1.37 WRD PART B)

Providing brick 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)

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)

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 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.(5.2.3 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 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.(5.2.11 BCD PART B)

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

Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes 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 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.)(5.5.12 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) 10mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}(5.5.5 (b) BCD PART B)

Providing 6mm cement plaster (1:4) in celling 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.(5.7.6 BCD PART B)

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)(5.8.41 BCD PART B)

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.(5.8.43 BCD PART B)

Providing designation 75 A 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 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.(5.2.10 BCD PART B)

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.(5.7.1 BCD PART B)

Providing shuttering including structing, propping etc. and its removal after use in foundation work as per as per specification and direction of E/l.(5.3.17 WRD)

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.(5.3.18 WRD)

Providing 12mm cement plaster (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.(5.7.2 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)

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 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)

Carriage of materials: -(i) Sand -

(ii) Cement -

(iii) Stone Chips -

(iv) Bricks -

(v) Paver Blocks -

(vi) Stone Metal -

(vi) Boulder -

1% Labour Cess

Neelanchal Projects and Infrastructures Pvt Ltd. (BID ID -693183)