CONSTRUCTION OF CHIEF MINISTER SOLAR LIFT IRRIGATION SCHEME AT MODIANDIH AT VILLAGE- MODIANDIH, PANCHAYAT- SIMLADANGAL, BLOCK- FATEHPUR, DISTRICT- JAMTARA

Supplying Installation and Commissioning charge of Solar Module Mounting (Galvanised Steel) surface structure (for 50 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. (Approved Rate vide S.E. M.I. Circle, Deoghar)

50kWp 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 Rate vide S.E. M.I. Circle, Deoghar)

SPV controller/VFD integrated with GPRS,having MPPT ,Protection IP 65 or above as per MNRE. For 50kW SPV.(Approved Rate vide S.E. M.I. Circle, Deoghar)

Solar cable 4 mm2 used as per IS 694 or as per MNRE.(Approved Rate vide S.E. M.I. Circle, Deoghar)

copper cable 25 mm2 used as per IS 694 or as per MNRE. (Approved Rate vide S.E. M.I. Circle, Dumka Letter no.-525, dated -28-06-2024)

Arrangement of Lightening Arrestor excluding Earthing for 50 kW & 5 Nos. of 10 HP AC Solar Pump.(Approved Rate vide S.E. M.I. Circle, Deoghar)

10 H.P. AC.(PMSM/BLDC/SRM) Solar pump set of having performance with respect to Total Head,Maximum Current, Capacity, Voltage Range etc as per MNRE guidelines. (Approved Rate vide S.E. M.I. Circle, Deoghar)

Array junction box (IP 65 or above ) as per MNRE for 50kW SPV. (Approved Rate vide S.E. M.I. Circle, Deoghar)

Miscllaneous Accessories for Installation of 10H.P. D.C. Solar Pump. (Approved Rate vide S.E. M.I. Circle, Deoghar)

Supplying ,installation and commissioning charge of Module and Structure for 50kW. (Approved Rate vide S.E. M.I. Circle, Deoghar)

Maintenance for atleast 5 years or as per MNRE guidelines for 50 kW SPV and 5 Nos. of 10 HP AC Solar Pump with all accessories. (Approved Rate vide S.E. M.I. Circle, Deoghar)

4" dia G.I. delivery pipe TATA (C-Class) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,item-2.13)

4" dia G.I. Flange (S.E. Deoghar- , DT-27.06.24, (item-2.16)

4" dia G.I. delivery pipe TATA (C-Class) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,item-2.13)

4" dia G.I. Flange 6mm thick for delivery pipe.(I.S.I. Standard). ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,item-2.16)

4"x 8"/10" G.I. Reducer thickness 6mm(I.S.I. Standard) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,item-2.17)

10" G.I. PipeTATA (C-Class) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, Sl. No.-2.15)

10" (250mm)G.I. Flange 6mm thick.(I.S.I. Standard) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.18)

10" (250mm) G.I. bend 6mm thick.(I.S.I. Standard) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.19)

6" G.I. pipe TATA(C-Class) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,Sl.No.-2.14)

4" G.I. Ball Valve.(I.S.I. Standard) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.21)

HDPE BALL VALVE, 100mm ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,item-2.64)

HDPE TEE, 100 mm ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, Item - 2.28)

HDPE Tail piece, 100mm (Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024,(item-2.36)

M-Seal Epoxy compound (Pidilite) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.72)

HDPE TEE, Dia. 150mm, ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item no-2.29)

HDPE AIR RELESE VALVE, 100mm , ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.32)

HDPE AIR RELESE VALVE, 150mm , ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item- 2.33)

HDPE AIR RELESE VALVE, 250mm , ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.34)

HDPE bend 45 Degree, 100mm, ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.40)

HDPE bend 45 Degree, 150mm, ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024, item-2.41)

HDPE bend 45 Degree, 250mm, (item-2.42, Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024)

HDPE bend 90 Degree.100mm, ( item-2.44, Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024)

HDPE bend 90 Degree.150mm, ( item-2.45)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE bend 90 Degree.250mm, (item-2.46)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE REDUCER, 100mm, (item-2.48)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE REDUCER, 150mm, (item-2.49)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE END CAP, 100mm, ( item-2.52)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE FLANGE, 100mm, (item-2.56)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE FLANGE, 250mm, ( item-2.58)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE BALL VALVE, 150mm (item-2.65)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE BALL VALVE, 250mm (item-2.66) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE GATE VALVE, 150mm( item-2.69) ( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

HDPE GATE VALVE, 250mm ( item-2.70)( Vide S.E. M.I Circle, Deoghar, Dated-27.06.2024).

4" dia C.I. Foot Valve (C.P. 10% as per SOR guidelines, Common PART-A, S.No.-3 , P-4). (Common Part-A, M-1063(pg-134)

4" dia G.I. Bend -(C.P. % as per SOR guidelines, Common PART-A, S.No.-3 , P-4). (Common Part-A, M-930(A-viii), (pg-92)

4" dia G.I. Nipple (C.P. 10% as per SOR guidelines, Common PART-A, S.No.-3 , P-4) .(Common Part-A M-930(J-ix), (pg-94)

4" dia N.R. Valve (C.P. 10% as per SOR guidelines, Common PART-A, S.No.-3 , P-4). (Common Part A M-926(ix) (pg-91)

4" G.I. Reducing Tee ,(D)-(VIII), Pg-92 (Common Part-A, M930)

250mm H.D.P.E Rising main pipe (grade-PE80-PN10) (Common Part-A, M-1028, PG-104)

10" C.I. Non-Returning Valve (Common Part-A, M1039, (A)-6, Pg-118)

6" G.I. bend(Common Part-A, M930, (A)-(xi), Pg-92) (Common Part-A, M-1063(pg-134)

6" dia HDPE Pipe (grade-PE80-PN10) (Common Part-A, M-1028, PG-104)

4" dia HDPE Pipe (grade-PE80-PN10) (Common Part-A, M-1028, PG-104)

6" dia G.I Sluice Valve (Common Part A M1039(B)6, Pg-120)

6" G.I Socket (Common Part A M930(E-xi) Pg93)

100mm G.I. Tee,item- C-iX.p-92, C.P. 10% as per ((Common Part A, S.No.-14,IN-M930)

100mm G.I. Bend(,item- A-iX.p-92) (Common Part A, S.No.-14,IN-M930)

Solvent Cement, C.P. 10% as per (SOR PART-A.) (item-M958, Common Part A, .p-98)

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. for 250mm dia. (PHED 3.1.38(F)

Supplying labours and tools for laying and jointing H.D.P.E pipe in trenches and making butwelded joints supplying heating mirror, jack etc. including providing night guard, barrier and red light to safe guard against accident all complete as per specification and direction of E/I. for 150 mm dia. (PHED 3.1.37(D)

Supplying labours and tools for laying and jointing H.D.P.E pipe in trenches and making butwelded joints supplying heating mirror, jack etc. including providing night guard, barrier and red light to safe guard against accident all complete as per specification and direction of E/I. for 100 mm dia. (PHED3.1.37(B)

Labour charge for fitting & fixing of 110mm foot valve (W.R.D - 8.01)

Labour charge for fitting & fixing P.V.C. Tail Piece (W.R.D - 8.62)

Labour charge for fitting & fixing of G.I. Bend (W.R.D - 8.05)

Labour charge for fitting & fixing of reducer (W.R.D - 8.09)

Labour charge for fitting & fixing of 150mm P.V.C. Bend (W.R.D - 8.70)

Labour charge for fitting & fixing of P.V.C./G.I. Tee (W.R.D - 8.67)

Labour charge for fitting & fixing of N.R. valve & sluice valve (W.R.D - 8.15)

Labour charge for threading of M.S. pipe (W.R.D - 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 direction of E/I. (A) E/W upto 3m depth belowG.L.(classification of soil item-A)+(c) Extra for E/W in hard soil item-B) (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 direction of E/I. (i) 3M to 4M - p/4d2h (PHED- 3.1.64)

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

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

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

Earthwork in filling in foundation or back filling of masonary structure with semi pervious suitable earth in layers, not exceeding 150mm thick,well dressed with each layer rammed and fully compacted finely dressed with earth obtaining cutting from borrow pits with initial lead of 30M and initial lift of 1.5M as per specification and direction of E/I. (W.R.D - 6.1.16)

Providing rough dressed random rubble stone masonary in C.M.(1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (B.C.D-5.2.31)

Supplying materials and labour for providing RCCwell curb (1:2:4) icluding centering and shuttering but excluding the cost of reinforecement all complete job as per specification and direction of E/I. (P.H.E.D-3.1.68)

Supplying and laying boulder in rock toe,heel trenches of the dam as per design and drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carraiges all complete as per specification and direction of E/I. Base Of wall- (Part-A P-209, Sl No. 5.6.4)

Supplying & laying sand filter blanketing in horizontal portion of the dam as per design & drawing with watering compaction including the cost of sand,royalty all taxes etc.But excluding the cost of carraige all complete as per specification and direction of E/I. Base of Wall- (Part-A P-209, Sl No. 5.6.1)

Supplying & laying Gravel filter (5mm to 15mm size) blanketing in horizontal portion of the dam as per design & drawing with watering compaction including the cost of sand,royalty all taxes etc.But excluding the cost of carraige all complete as per specification and direction of E/I. Filter- (Part-A P-209, Sl No. 5.6.2)

Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe,heel,trenches,toe drain as per design and drawing including the cost of materials,royalty and all taxes etc.But excluding the cost of carraige all complete as per specification and direction of E/I. Base of wall- (Part-A common P-209, Sl No. 5.6.3)

L/C for fitting and fixing 600mmx300mm C.I grating in the steining walls of intake well as per specification and direction of E/I (WRD - 8.59)

Providing 25mm thick precast jali 1:2:4 with approved quality of stone chips of 6mm nomial size and clean coarse sand of FM 2.5 to 3.0 with 1.6mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing,scaffolding and finishing all complete as per specification and direction of E/I Filter (BCD - 5.3.21.3)

Providing materials and labours for fixing 20mm dia.. M.S. bar stening wall of 0.3m interval and staggered in(1:2:4) cement concrete including scaffolding and curing etc.all complete as per specification and direction of E/I. (PHED - 3.1.71)

Providing 25mm cement plaster (1:4) with clean coarse sand of requisite F.M. 1.5 including screening,curing with all leads and lifts of water,scaffolding and curring etc.all complete as per specification and direction of E/I. (BCD - 5.7.12)

Providing and laying in Position Reinforced cement concrete of specified grade excluding the cost of centering and shuttering - all work upto floor five : (1:1.5:3) (B.C.D - 5.3.11)

Providing RCC M-200 with nomial mix of (1:1.5:3) in stifferners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.(2.5 to 3.0) including screening,shuttering,mixing cement concrete in mixer and placing in position,vibrating,striking,curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specificationand direction of E/I. (BCD - 5.3.10)

Providing Tor steel reinforcement of 10mm 12mm & 16 mm. dia bars as per approved design and drawing -do--do HAND (a) 10 mm (TMT coil Fe 500) (Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)) (B.C.D - 5.5.5)

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)

Earth Work in Excavation in foundation trenches in ordinary soil (vide disposal of exacavated earth as obtained to a distance upto 50M including all lifts,levelling,ramming the foundation shrubs all complete as per approved design,building specification and direction of E/I. (B.C.D - 5.1.1)

Earth Work in Excavation in foundation trenches in ordinary soil (vide disposal of exacavated earth as obtained to a distance upto 50M including all lifts,levelling,ramming the foundation shrubs all complete as per approved design,building specification and direction of E/I. (WRD - 5.1.8)

Extra for earthwork in hard soil per approved design,building specification and direction of E/I. (B.C.D - 5.1.2)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick all leads and lift includingcost of all materials.labour,royality and taxes all complete as per building specification and direction of E/I . (WRD - 7.1.37)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick all leads and lift includingcost of all materials.labour,royality and taxes all complete as per building specification and direction of E/I . (B.C.D - 5.1.10)

Filling in foundation trenches and plenth in layer not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dresssed 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. (B.C.D - 5.1.7)

Providing designation 75A one brick flat soling joints filled with local sand all complete job as per specification and direction of E/I. (WRD - 7.7.14)

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) (B.C.D - 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (BCD - 5.3.9.2)

Providing and laying in Position Reinforced cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level : (1:1.5:3) (B.C.D 5.3.9.1)

Providing designation 75A brick work in C.M (1:6) foundation and plinth with approved quality of clean sand of FM 2to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth,taxes and royalty all complete as per building specification and direction of E/I. (B.C.D - 5.2.3)

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). (B.C.D - 5.3.5)

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

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 -do- -do- all complete job as per specification and direction of E/I. (B.C.D - 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. (B.C.D - 5.5.29)

Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat/ square bar as per approved design and drawing properely fabricated with joints continuous fillet welded and finished smooth, carriage of grill to worksite, hoisting as per building specification and direction of E/I. (B.C.D - 5.5.12)

Providing Tor steel reinforcement of 8mm, dia rods as per approved TMT Fe 500 (Only valid for Tata (Tiscon), SAIL, JSPL Electrosteel Bokaro and Vizag (RINL)) (B.C.D - 5.5.4)

Providing Angle (75x75x8 ) @ 8.9kg/M specification and direction E/I. (M-195(P-41) COMMON PART A)

Providing Barbed wire all complete job. As per specification and drawing of E/I. (M215 P56 SN.31 COMMON PART A)

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

Labour for cutting MS angke iron for fixing of staples etc as as per building specification and direction of E/I. (B.C.D - 5.5.24)

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. (B.C.D - 5.5.22)

Supplying fitting and fixing M.S. grill Gate made of 20x6cmm M.S. flat or 16 mm. MS square bars fitted 25x25x6 mm . MS angle frame..do..in PCC(1:2:4)... (where materials is not supplied by the deptt.) (B.C.D - 5.5.12)

Providing Tor steel reinforcement of 10mm 12mm & 16 mm. dia bars as per approved design and drawing -do--do HAND (b) 12 mm (TMT coil Fe 500) [Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd. Bokaro and Vizag (RINL)) (B.C.D - 5.5.5)

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

Providing 12mm thick plaster (1:4) in with clean coarse sand F.M 1.5 including screening,curing with all leads amd lifts of water,scaffolding taxes and royalty complete as per building specification and direction of E/I (B.C.D- 5.7.2)

Providing 12mm thick plaster (1:3) in with clean coarse sand F.M 1.5 including screening,curing with all leads amd lifts of water,scaffolding taxes and royalty complete as per building specification and direction of E/I (B.C.D - 5.7.1)

Providing 12mm thick plaster (1:4) in ceiling with clean coarse sand F.M 1.5 including screening,curing with all leads amd lifts of water,scaffolding taxes and royalty complete as per building specification and direction of E/I (B.C.D - 5.7.6)

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. (B.C.D - 5.7.11)

Providing two coat of snowcem of approved shade and make over one coat of cement primeron new surface smooth with sand paper,scaffolding,curing all taxes all complete job as per building specification and direction of E/I (B.C.D - 5.8.24)

Providing primer one coat of red lead paint of approved make over new steel surface including prepare in the surface after cleaning,removing rust dirt,scales,smokes and grease and cleaning the surface throoughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I (B.C.D - 5.8.41)

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throoughly,scaffolding and taxes all compkete as per building specification and direction of E/I (B.C.D - 5.8.43

Centring and shuttering imcluding strutting, propping etc and removal of form for foundation, footing, bases of columns etc for mass concrete (B.C.D - 5.3.17.1)

Cement

Stone Chips

Stone Boulder

Steel

Stone Metal

Bricks

Labour cess@1%

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