Construction of Mukhya Mantri Solar Lift Irrigation Scheme Padariya, Block- Mandu, Dist- Ramgarh.

Amount

Supplying Installation and Commissioning charge of 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 5 anti theft with nut bolt of grade SS304,which should also withstand high wind velocity upto 150km/hr or as per MNRE.(Non schedule item, Including GST).

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..(Non schedule item, Including GST).

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..(Non schedule item, Including GST).

Solar cable 4 mm2 used as per IS 694 or as per MNRE..(Non schedule item, Including GST).

Copper cable 95 mm2 used as per IS 694 or as per MNRE..(Non schedule item, Including GST).

Copper cable 16 mm2 for earthing as par IS 694 or as par MNRE..(Non schedule item, Including GST).

Suppling and commissioning of earthing and lighting arrestor and surge protection as par IS 3043. IEC 62305-3 and IEC 63227 for 10 HP, AC induction motor pump set..(Non schedule item, Including GST).

10 H.P. A.C induction motoe Solar pump set of having performance with respect to Total Head,Maximum Current,Capacity,Voltage Range etc as per MNRE guidelines..(Non schedule item, Including GST).

Miscllaneous Accessories for Installation of 10H.P. A.C. Induction motor Solar Pump (L.S)..(Non schedule item, Including GST).

Supplying ,installation and commissioning charge of Module and Structure for 10kW..(Non schedule item, Including GST).

Maintenance for atleast 5 years or as per MNRE guidelines..(Non schedule item, Including GST).

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). Note :- The Rates are F.O.R at worksite in Jharkhand including Royalty, inspection Charges and other taxes but excluding GST &C.P. HDPE Rising main pipe of materials grade PE100-PN10 (dia in 110 mm), (Common Part-A, M-1029, Pg-104).4" dia Suction/Delivery pipe.

Supplying 100mm dia 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. (Common Part-A, M-1063, (pg-134)

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

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

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

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

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

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

G.I. Fitting (conforming to I.S.-1879) 100mm G.I. Reducing Tee plain(Taking larger dimention) (Common Part-A, M930,(D)-(x), 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 fiting joint or flanged joints excluding coupler / specials and taxes). Note :- The Rates are F.O.R at worksite in Jharkhand including Royalty, inspection Charges and other taxes but excluding GST &C.P. HDPE Rising main pipe of materials grade PE80-PN10 (dia in 250 mm), (Common Part-A, M-1028, Pg-104).

Providing and Supplying ISI Mark CI D/F reflux valves (Non return Valves) of following 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) 250mm (Common Part-A, M1039, (A)-6, Pg-118)

10" M.S Flange (C.E. Lt-2873,dt-31/12/2013, item no.-43)

10" M.S. bend(C.E. Lt-2873,dt-31/12/2013, item no.-48)

6" M.S. pipe (C.E. Lt-2873, dt-31/12/2013, item no..-3)

6" M.S. Flange(C.E. Lt-2873, dt-31/12/2013, item no..-41)

G.I. Fitting (conforming to I.S.-1879) 150mm G.I. bend(Common Part-A, M930, (A)-(xi), Pg-92)

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) confirming ot IS 4984 / 14151 / 12786 / 13488 (Latest Revision with necessary jointing materials like mechanical connector i.e. thread /insert joint /quick release coupler joint /compression fiting joint or flanged joints excluding coupler / specials and taxes). Note :- The Rates are F.O.R at worksite in Jharkhand including Royalty, inspection Charges and other taxes but excluding GST &C.P. HDPE pipe of materials grade PE80-PN10 (dia in 160 mm),(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 (Latest Revision with necessary jointing materials like mechanical connector i.e. thread /insert joint /quick release coupler joint /compression fiting joint or flanged joints excluding coupler / specials and taxes). Note :- The Rates are F.O.R at worksite in Jharkhand including Royalty, inspection Charges and other taxes but excluding GST &C.P. HDPE pipe of materials grade PE80-PN10 (dia in 110 mm),(Common Part-A, M-1028, PG-104) (grade-PE80-PN10)(Common Part-A, M-1028, PG-104)

Providing double Flange sluice valve (size 50 mm to 1200 mm )confirming for IS- 2906/ 14846 including worn gear arrangements as per test pressure stainless steel a spindle caps transportation etc all complete (with bypass arrangement-PN-1) 150mm (Common Part A M1039(B)6, Pg-120)

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

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

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

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

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

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.(A.C. pressure pipe with c.i detachable joining with 'o' ring will be suppled departmentally free of cost). (3.1.38f) PHED PART B. 250 mm I.D.

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt 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.(H.D.P.E pipe will be supplied departmentally free of cost) (3.1.37d) PHED Part B 160/150 mm dia

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt 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.(H.D.P.E pipe will be supplied departmentally free of cost). (3.1.37b) PHED Part B 110/100 mm dia

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 & 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

Labour charge for fitting & 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 to work site all complete job leakproof as per specification and direction fo E/I. (8.5) WRD Part B

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

Labour charge for fitting & fixing of 150mm /P.V.C. Bend (of standard make) all degree and pressure including cariage from site godown to the work site, tools and plants etc. all complete job as per speficiation and direction of E/I(8.70) WRD Part B

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

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

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

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 as per approved design,building specification and direction of E/I. (5.1.1) BCD PART B

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 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)BCD PART B

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

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/l (Mode of measurement complacted volume).(5.1.10)

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

Providing designation 75A brick work in c.m.(1:6) in superstructure with approved quality of clean course sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costs of screening,material, scaffolding,raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I..(5.2.11) 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 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 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 Tie Beam

Providing and laying cement concrete of 1:1.5:3 grade (1 cement: 1.5 coarse sand (zone III) : 3 graded stone aggregate 20mm nominal size) 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 floors, etc up to floor five level excluding the cost of centering, shuttering and finishing complete as per specification and direction of E/l.(BCD 5.3.2.1)

Providing and laying cement concrete of 1:2:4 grade (1 cement: 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size) 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 floors, etc up to floor five level excluding the cost of centering, shuttering and finishing complete as per specification and direction of E/l.(BCD 5.3.2.2)

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 In Column

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 In Lintal

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 as per building 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 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,scaffolding raking out joints to 15 mm depth, curng, taxes and royalty all complete job as per building specification and direction of E/I. (5.2.10) BCD PART B

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 building specification and direction of E/I. (5.6.9) BCD PART B

Supplying, fitting and fixing 20 gauge GCI sheet gate fitted on MS angle frame of size 60x60x6mm. 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 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 20 x 6mm M.S. flat/square bar 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

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 (excluding carraige of bars to work site) all complete as per building specicication and direction of E/I. (5.5.4) BCD PART B

Providing 6mm thick cement plaster. (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 12mm thick Cement plaster (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 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 one 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 be 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 building specification and direction of E/I. (5.8.43) BCD PART B

Providing two coats of synthetic enamel paint of approved shade an make over steel surface including cleaning the surface throughly scaffolding and taxes all compelete as per building specification and direction of E/I. (5.8.45) BCD PART B

E/W in excavation of foundation trenches 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 50m away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5M. all lifts as per specification and direction of E/I. (5.1.8 WRD Part - B)

Iron and steel material Angle size in mm (75x75x8 ) ( Common part A (M - 195, P - 39) (b) iii

Barbed wire of 4 point, 2ply 12 swg, 150mm apart (M-215, Pg - 56 SL. No. 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 six rows,horizontal upto aheight of 1.85 M and two 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 all complete as par building specification and direction of E/I. (5.5.22) BCD 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 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

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

Supplying labour and equipment for digging well (vide classification of soil item - A) including removing the spoil 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 depth below g.l (classification of soil item-A)

(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

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 dressed with 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 random rubble 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 building specification and direction of E/I. (5.2.31) BCD PART B

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 job as per specification and direction of E/I. (3.1.68 Phed. Part B)

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. (5.7.12 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 WRD Part B, P - 83, Sl.No. - 10)

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

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing with watering compaction including cost of sand, royalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/l. (5.6.1) Common 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 royalty and all taxes etc. 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 and drawing including the cost of materials royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l. (5.6.3) Common Part - A

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 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 plastering of the jambs, sills and soffits 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 Tor steel reinfocement of 10 mm (TMT coil Fe 500) Only valind for Tata (Tiscon), SAIL, JSPL Electrosteel Ltd. Bokaro and Vizag (RINL) as per approved design and drawing with cutting, bending, binding wit annealed wire with cost of wire removal of rustm placing rods in position (excluding carriage of bar to work site) all complete as per buidling specification and direction of E/I. (5.5.5 (a)) BCD PART B

Providing Tor steel reinfocement of 12 mm (TMT coil Fe 500) Only valind for Tata (Tiscon), SAIL, JSPL Electrosteel Ltd. Bokaro and Vizag (RINL) as per approved design and drawing with cutting, bending, binding wit annealed wire with cost of wire removal of rustm placing rods in position (excluding carriage of bar to work site) all complete as per buidling specification and direction of E/I. (5.5.5 (b)) 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 shuttering including structing, propping etc. and its removal after use in foundation work as per specification and direction of E/l. (5.3.17 WRD PART B.)

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).

Providing 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)

Providing centering and shuttering including strutting, propping etc and removal of form for Column, piers, abutment , etc for mass concrete.(BCD 5.3.17.6)

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 dirtection of E/I.. (5.7.2) BCD PART B.

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.)

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 Mall complete as per building specification and direction of E/I (Mode of measurement compacted volume). (BCD 5.1.8)

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 sheet 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, in existing pole/pipe for supply voltage 100 - 270 V AC, 50 Hz, Luminarie shall be confirme to IS:10322 part - 5/ Section - 3 and shall be complete with all necessary accessories as required.30W Led Street Light. (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)

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 Sieve at Crusher.

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.

.Cost of carriage of materials : Cement

Stone Chips :

Boulder :

Stone Metal

Bricks

Steel :

Add GST @18%

Add labourcess@1%

PRAMOD KUMAR SAHU (BID ID -666457)

ROYAL INSTRUMENT INDIA PVT LTD (BID ID -664786)

M/S ALLIANCE ENTERPRISES (BID ID -664782)