CONSTRUCTION OF CHIEF MINISTER SOLAR LIFT IRRIGATION SCHEME AT BADIA UNDER BLOCK- KARRON, DISTRICT- DEOGHAR

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.(SL. No.-1.01,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

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.(SL. No.-1.02,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

SPV controller/VFD integrated with GPRS, having MPPT, Protection IP 65 or above as per MNRE to run 10HP A.C. Solar Pump.(SL. No.-1.07,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Solar cable 4 mm2 used as per IS 694 or as per MNRE.(SL. No.-1.10,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

copper cable 25 mm2 used as per IS 694 or as per MNRE.(SL. No.-1.11,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

copper cable 95 mm2 used as per IS 694 or as per MNRE.(SL. No.-1.12,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Arrangement of Lightening Arrestor excluding Earthing for 50kW & 5 no. of 10HP A.C. Solar Pump.(SL. No.-1.15,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

10 H.P A.C Solar pump set of having performance with respect to Total Head, Maximum Current, Capacity, Voltage Range etc as per MNRE guidelines.(SL. No.-1.06,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Array junction box (IP 65 or above) as per MNRE for 50kW SPV.(SL. No.-1.20,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Miscllaneous Accessories for Installation of 10H.P. A.C. Solar Pump(SL. No.-1.09,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Supplying ,installation and commissioning charge of Module and Structure for 50kW.(SL. No.-1.04,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

Maintenance for atleast 5 years or as per MNRE guidelines(SL. No.-1.05,Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

4" dia M.S. suction pipe TATA (C-Class) (Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, item-2.02).

4" dia G.I. Flange 6mm thick.(I.S.I. Standard). (Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, item-2.16)

4"x 8"/10" G.I. Reducer thickness 6mm(I.S.I. Standard) ((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024,item-2.17)

10" M.S. PipeTATA (C-Class) ((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, Sl. No.-2.04)

10" (250mm)G.I. Flange 6mm thick.(I.S.I. Standard)((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, item-2.18)

10" (250mm) G.I. bend 6mm thick.(I.S.I. Standard)((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, item-2.19)

6" M.S. pipe TATA(C-Class) ((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024,Sl.No.-2.03)

4" G.I. Ball Valve.(I.S.I. Standard)((Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024, item-2.21)

HDPE BALL VALVE, 100mm (Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024,item-2.64)

HDPE TEE, 100 mm(item-2.28)Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE Tail piece, 100mm(item-2.36)Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

M-Seal Epoxy compound (Pidilite)item-2.72, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE TEE, Dia. 150mm, item no-2.29, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE AIR RELESE VALVE, 100mm , item-2.32, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE AIR RELESE VALVE, 150mm ,item- 2.33,, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE AIR RELESE VALVE, 250mm , item-2.34, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE bend 45 Degree, 100mm, item-2.40, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE bend 45 Degree, 150mm, item-2.41, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE bend 45 Degree, 250mm, item-2.42, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE bend 90 Degree.100mm, item-2.44, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024.

HDPE bend 90 Degree.150mm, item-2.45(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE bend 90 Degree.250mm, item-2.46(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE REDUCER, 100mm,item-2.48(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE REDUCER, 150mm,item-2.49(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE END CAP, 100mm, item-2.52(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE FLANGE, 100mm, item-2.56(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE FLANGE, 150mm, item-2.57(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE FLANGE, 250mm, item-2.58(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE BALL VALVE, 150mm (item-2.65)(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE BALL VALVE, 250mm (item-2.66)(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE GATE VALVE, 150mm( item-2.69)(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

HDPE GATE VALVE, 250mm( item-2.70)(, Rate approved by S.E. ,Minor irrigation Circle Deoghar, Vide letter dated -27/06/2024).

4" dia C.I. Foot Valve (Common Part-A, M-1063, (pg-134)(Adding C.P.@10%).

100mm G.I. Bend((Common Part A, S.No.-14,IN-M930,item- A-iX.p-92, Adding C.P.@10%

4" dia G.I. Nipple (Common Part-A M-930(J-ix), (pg-94)(Adding C.P.@10%).

4" dia N.R. Valve (Common Part A M-926(ix) (pg-91)(Adding C.P.@10%).

4" G.I. Reducing Tee (Common Part-A, M930,(D)-(VIII), Pg-92,(Adding C.P.@10%).

250mm H.D.P.E Rising main pipe (grade-PE80-PN10)(Common Part-A, M-1028, PG-104),Adding C.P.@10%.

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

6" G.I. bend(Common Part-A, M930, (A)-(xi), Pg-92)+ Adding C.P.@10%

6" dia HDPE Pipe (grade-PE80-PN10)(Common Part-A, M-1028, PG-104)Adding C.P.@10%

4" dia HDPE Pipe (grade-PE80-PN10)(Common Part-A, M-1028, PG-104, Adding C.P.@10%.

6" dia G.I Sluice Valve(Common Part A M1039(B)6, Pg-120,)Adding C.P.@10%

6" G.I Socket (Common Part A M930(E-xi) Pg93),Adding C.P.@10%

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

Solvent Cement(item-M958, Common Part A, .p-98, Adding C.P.@10%

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 up to 50 M including all lifts , levelling , ramming the foundation trenches , removing roots of trees , shrubs all compete as per approved design , building specification and direction of E/I. (5.1.1, BCD Part B)

Providing coarse clean sand in filling or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all material , lobour , royality and taxes all complete as per building specifiction and direction of E/I (Mode of measurment compacted volume) (5.1.10 BCD Part B)

Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered , rammed ,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift in 1.5M all complete as per building specification and direction of E/I (Mode of measurment compacted volume )(5.1.7 BCD Part B)

Labour charge for laying of 10" dia pipe -do- -do- all complete job as per specification and direction of E/I.Phed Part B (3.1.38F)

Labour charge for laying of 6" dia pipe -do- -do- all complete job as per specification and direction of E/I.Phed Part B (3.1.37D)

Labour charge for laying of 4" dia pipe -do- -do- all complete job as per specification and direction of E/I.Phed Part B(3.1.37B)

Labour charge for fitting & fixing of 110mm foot valve (8.10 WRD)

Labour charge for fitting & fixing P.V.C. Tail Piece (8.62 WRD)

Labour charge for fitting & fixing of G.I. Bend (8.05WRD)

Labour charge for fitting & fixing of reducer (8.90 WRD)

Labour charge for fitting & fixing of 150mm P.V.C. Bend (8.70 WRD P 320)

Labour charge for fitting & fixing of P.V.C./G.I. Tee (8.67WRD)

Labour charge for fitting & fixing of N.R. valve & sluice valve (8.15 WRD)

Labour charge for threading of M.S. pipe - (8.88 WRD)

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).

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

Providing brick flat soiling 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 and laying in position cement concrete of specified grade1:2:4 (1 cement:2 coarse sand (zone -III):4 gasded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering all work upto plinth level :(5.3.1.2 BCD Part B)

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

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

Llabour 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 Tor steel reinforcement of 10 mm, dia bars as per approved design and drawing with,cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , placing the rods in position(including carriage of bars to work site) all complete as per building specification and direction of E/I.10 mm TMT Fe 500 {(Only valid for TATA (Tiscon),sail JSPL , Elecrosteel steels Ltd. Bokaro and vizag (RINL)} 5.5.5 (a) BCD Part B

Suppling , fitting and fixing M.S. grill gate made of 20 x6mm M.S. flats or 16mm. M.S. square bars fitted on 25 x 25 x 6mm .M.S. Angle frame of size 60x60x6mm including cost of fabrication , providing necessary locking arrangment with haskal and dummy duly fixed in P.C.C. (1:2:4) blocks of required size applied a priming red lead paint over steel work, taxes all complete as per building specification and diretion of E/I(5.5.30, BCD Part B)

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 up to 3 metre depth below G.L. (Classification of soil item -A) {3.1.64 (A) DWSD Part B}

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.(b) Extra for E/W for each subsequent lift of 1 mtr over the initial lift of 3 metre{ 3.1.64 (B) DWSD Part B}

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.(b) Extra for E/W 4 to 5 m{ 3.1.64 (B)(ii) DWSD Part B}

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.(b) Extra for E/W 5 to 6 m { 3.1.64 (B)(iii) DWSD Part B}

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.(b) Extra for E/W 6 to 6.25 m { 3.1.64 (B)(iv) DWSD Part B}

Earth work in filling foundation trenches or back filling of masonary structure with suitable earth earth in layers not exceeding 150mm thick well watered , rammd and fully ompacted and finally dressed from excavation of foundation tenches 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 masonry in cement moratr (1:4) in superstructure and plinth with hammer dressed stone less than 0.03 M3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening ramming out joints to 20 mm depth , curing , taxes and royallty all complete as per building specification and direction of E/I . (5.2.31 BCD Part B)

Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per specification and direction of E/l.(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 )

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design and drawing with watering, compaction including cost of sand, rojyalty all texes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.1 comman Part A)

Supplying and laying graval 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 all as per specification and direction of E/I (5.6.2 Comman Part A)

Supplying and laying good quality of stone matal 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 texes etc. but excluding the cist of carriage all complete as per specification and direction of E/I.(5.6.3 Comman 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 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 1.5 including screening , curing , with all lead and lift of water , scaffholding taxes and royalty all complete as per building specification and direction of E/I (5.7.12 BCD Part B)

Reinforced cement concrete work in beams, suspended floors,roofs having slope up to 15 degree landings,balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and sprial 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)

Providing R.C.C. M-200 with nominal mix of (1:1½:3) in roof slab with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) tax and royalty all complete as per building specification and direction of E/l.(5.3.10 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 designation 75A one brick flat soling joints filled with local sand -do- -do- 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 and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)Tie Beam(5.3.9.1 BCD PART B)

Providing 75A brick work in C.M. (1:6) in Foundation and Plinth -do- -do- all complete job as per 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 -do- -do- all complete job as per 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 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.(5.6.9 BCD PART B)

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.(5.5.29 BCD PART B)

Supplying, Fitting and fixing M.S grill made of 20 x 6mm M.S. flat -do- -do- all complete job as per specification and direction of E/I.(5.5.12 BCD PART B)

Providing cost of M.S. Reinforcement with cutting, bending, binding and placing in postion -do- -do- all complete job per specification and direction of E/I.(5.5.4 BCD PART B)

Providing Tor steel reinforcement of 12 mm dia rods as per approved design and drawing with cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , placing the rods in position (including carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 {Only valid for sail & TATA(Tiscon), SAIL , JSPL , Electrosteel Steel Ltd Bokaro and vizag (RINL)} (5.5.5 BCD Part B)

Providing 6mm. Thik cement plaster (1:4) in celling with down coarse sand of sand of F.M. 1.5 including screening , curing with all leads and lifts of water , scaffholding taxes and all complete as per building specification and direction of E/I (5.7.6 BCD Part B)

Providing 12mm. Thik cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water , scaffholding taxes and all complete as per building specification and direction of E/I(5.7.3 BCD Part B)

Providing two coats of showcem 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 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 , grease and cleaning the surface throughly including cost of scaffolding taxes all complete as per building specification and direction of E/I.(5.8.41 BCD Part B)

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly scaffolding and taxes all complete as per building specification and direction of E/I. (5.8.43 BCD Part B)

Extra for earth work in hard soil (vide classification of soil item-B) -do- -do- all complete job as per specification and direction of E/I.(5.1.2 BCD PART B)

Providing 12mm thick C.P. (1:3) with clean coarse sand -do- -do- all complete job as per specification and direction of E/I.(5.7.1 BCD PART B)

Providing shuttering including structing, propping etc. and its removal after use in super structure portion of various components -do- as per specification and direction of E/l.(5.3.17 BCD PART B)

Providing P.C.C. M-15 with nominal mix of (1:2:4) in foundation and plinth -do- -do- all complete job as per specification and direction of E/I.(12.8 A SN.7.2)

Providing 12mm thick C.P. (1:4) over walls -do- -do- all complete job.(5.7.2 BCD PART B)

Providing 1.5mm cement punning including curing ,carriage of water with all all leads and lifts as per building specification and direction of E/I(5.7.11 BCD Part B)

Carriage of materials Cement

Chips

Steel

Bricks

Metal

Boulders

Labour cess@1%

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