Digarupar E.L.I.S. under SOPD-G for the year 2022_23 under Dispur Division _Irrigation_ Sonapur

Amount

CIVIL PART Construction of High Density Polyethelene (HDPE) Pipe Line With Supporting Pillar

Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. In ordinary soil.

Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. a) 9cm brick on flat including sand packing.

Item No. 3 :C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 4 :R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately

Item No. 5 :Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed. 12 mm dia 8 mm dia

Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) . Column

Item No. 7: Supplying of High Density Polyethelene (HDPE) water delivery pipes with pressure nominal 6 to 10 bar (PN6 to PN 10) & manufactured with materials grade conforming to PE 80 or PE 100 as per IS : 4894 of 1995 with MS flange at both end having drilling as per BSS No. 10, Part-1, Table -D, 315MM ODX6 Mtrs. long.

Item No. 8:Laying and Fixing of Distribution pipeline from surge tank to distribution tank (HDPE 315mm OD).

Item No. 9 :Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Construction of R.C.C. Water Trough

Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring, bailing, out water with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 3 : Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness with 9cm brick on flat including sand packing.( a ) 9 cm brick flat including sand packing.

Item No. 4 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)

Item No. 5 : Supplying, fitting, fixing & laying M.S/Tor Steel of all sizes in position as per design and drawing as required including cutting & making hooks with necessary lappages & tying with wire (black) complete as directed including cost of all materials. Trough Jali

Item No. 6 : R.C.C. work in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20 mm including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Item No. 7 :Supplying, fabricating fitting and fixing the steel gates of Cross and Head Regulator as per design and drawing and specifications including supplying, fitting and fixing operating platform including supplying steel beam. Channel sections, Rubber Seal ect. Embedded party where necessary and manual operated hoisting enquipments including carrage of materials to work site complete as directed.

Item No. 8 :12 mm cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 9 : Net cement finishing 3mm thick with cement slurry prepared by mixing 27.50 kg of fresh cement in appropiate quantity of clean water to cover 10(ten) sqm of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc. complete as directed.

Item No. 10 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Bank Protection works

Item No. 1: Earth work in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sandy clay from the river including clearing the site, dressing, etc., and removing the earth by loading to dumpers for further carriage to a safe distance, complete as directed.(0.30 Cum bucket).

Item No. 2 : Collection & supply of hard hard broken stone of size 13 mm to 25mm from blasted boulder free from dust and dirt and foreign materials including stacking at quarry site, complete as directed.

Item No. 3 : Labour for spreading hard river gravel or broken stone of size 13mm to 38mm torequired thickness including ramming & dressing the seat before laying the materials as directed with lead upto 30m and lift upto 1.5m, complete as directed.

Item No. 4 :Plain C.C. work in 40% plum hard blasted boulder of 15cm to 23cm size and filled interstices with 60% cement concrete of proportion 1 : 3 : 6 with 13mm to 38mm size stone aggregate including curing, dewatering, shuttering etc. complete as directed ( Shuttering to be paid separately )

Construction of brick lined Main canal (Ch. 0.00 to 430.00)

Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 3 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

Item No. 5 : C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Post

Item No. 7 : Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed. 12 mm dia 8 mm dia

Item No. 8 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Item No. 9:12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 10 : River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as directed.

Item No. 11 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Construction of Earthen Main canal (MC1) (Ch. 430.00 to 765.393)

Item No. 1 : Earth work in all soil in plinth, canal embankment and bed filling as per designed section and grade by truck carriage from a minimum distance of 4.00km including paying compensation of earth obtained from private land if any loading unloading, spreading the same in embankment in layers not exceeding 15cm thick including clearing light jungle removing trees upto 15cm dia and uprooting root and stamps etc. from the seat of the embankment breaking clods not more than 10mm cube ramming dressing and roughening the seat of embankment profiling etc with all life completed directed (Payment will made after deduction 12.5% shrinkage allowance from the gross qnty)

Construction of R.C.C. Main canal MC2 (LHS) (Ch. 0.00 to Ch. 300.00 )

Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring, bailing, out water with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 3 : Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness with 9cm brick on flat including sand packing.( a ) 9 cm brick flat including sand packing.

Item No. 4 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)

Item No. 5 : Supplying, fitting, fixing & laying M.S/Tor Steel of all sizes in position as per design and drawing as required including cutting & making hooks with necessary lappages & tying with wire (black) complete as directed including cost of all materials.

Item No. 6 : R.C.C. work in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20 mm including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Item No. 7 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Construction of brick lined Main canal (Ch. 0.00 to Ch. 360.00)

Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 3 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

Item No. 5 : C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Post

Item No. 7 : Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

Item No. 8 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Item No. 9:12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 10 : River sand filling in plinth,canal bed, canal slopes,base of structures, etc in layers not more than 150mm thick including carriage, watering, ramming etc. complete as directed.

Item No. 11 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Construction of Out-Let (62 Nos)

Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary). A. In ordinary soil

Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.

Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Item No. 5: 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 6: Supplying, fitting, fixing PVC pipes (IS 12818, 4kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately) 110 mm dia

Item No. 7: Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Construction of Cross-Drainage (8 nos)

Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. a) 9cm brick on flat including sand packing.

Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Item No.5 : 12mm thick cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 6: Supplying of NP3 hume pipe of size 300mm dia.

Item No. 7: Supplying of NP3 hume pipe Coller for size 300mm dia.

Item No. 8: Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing as per direction of deptt. including carrying the same from godown to site. (For 30cm to 60cm dia).

Item No. 9 :Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m).

Cattle Crossing of size 1.50mx 1.00m (12 Nos)

Item No. 1 : Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness.( a ) 9 cm brick flat including sand packing.

Item No. 3 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Item No. 5 :Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed. 12 mm dia 8 mm dia

Item No. 6 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Shuttering (slabs)

Beam with prop

Item No. 7 : R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20mm with proper reinforcement as per design including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately).

Item No. 8 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1.50 m). For Approach

Construction of R.C.C. Slab Culvert

Item No. 1: Earth work in excavation of foundation of canal structures in all types of soil as per design and drawing dressing the foundation, shoring, etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods to not more than 10mm cube with compaction complete as directed at site (including bailing out stagnant water where necessary).

Item No. 2 : C.C. work in prop. 1: 3: 6 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 13 mm to 38 mm including curring, bailing, out water with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Item No. 3 : Item No. 4 : Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness with 9cm brick on flat including sand packing.( a ) 9 cm brick flat including sand packing.

Item No. 4 : Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber)

Item No. 5 : Supplying, fitting, fixing & laying M.S/Tor Steel of all sizes in position as per design and drawing as required including cutting & making hooks with necessary lappages & tying with wire (black) complete as directed including cost of all materia

Item No. 6 : R.C.C. work in proportion 1:2:4 with hard broken stone aggregate of size 6mm to 20 mm including curing with necessary shuttering, scaffolding etc. where necessary complete as directed ( shutterinfg, scaffolding cost will be paid separately

Item No. 7 :12 mm cement plastering including clearing surface and curing complete as directed in proportion 1:3.

Item No. 8 : Net cement finishing 3mm thick with cement slurry prepared by mixing 27.50 kg of fresh cement in appropiate quantity of clean water to cover 10(ten) sqm of work area and to give a smooth and hard finishing including rounding corners, brooming, curing etc. complete as directed.

Item No. 9 : Earth work in back filling of structure with earth obtained from out side borrow pits & filling in 15 cm. layers.Ramming dressing & competition and watering including paying compensation of land if any ( with lead up to 3m and lift 1

MECHANICAL PART Supply & Fabrication of steel floating Barge (Size of Barge: 6.15mX4.58mX1.37m)

Bottom, side & deck Portion of the Barge : supply & Fabrication of M.S. Angle etc of bottom side & deck portion of the barge of size 6.15mX4.58mX1.37m along with supply & fabrication of M.S Channel for installation of Pump sets, M.S Angle for pipe Suppor, etc, complete as directed by the Department as per derawing. The job also includes painting of the berge with 2 coats of anticorrosive metal primer followed by 2 coats of anticorrosive black bituminous paints, complete as directed bythe Department. Each successive coat of the paint is to be applied after normal drying of the previous coa, completeas directed by the Department.

Super structure of the Barge: supply , Fabrication & erection of roof support of hight 1.9m providing post ofM.S Angle with necessary clamping & welding at the top of the barge along with roof truss & purline made of M.S Blank pipe fitted with necessary welding &bolting complete as directed by the department

Roffing items of the Barge: providing TATA/DYNAROOF make C.G.I> Sheet/roffing of size 3050mm(L)X910mm(B)X0.50mm(T).The job includes spply of C.G>I Sheet,G.I. Ridging & fitting,fixing of entire roof with necessary J-Hooks, Nuts & Bolts with Washer, complete as directed.

Rain Protection shed & Railling of the Barge: Supply, fitting, fixing of B.P.Sheet along with post of M.S.Angle, G.I. Pipe for railing with necessary welding & bolting, complete as directed. The job also includes painting of pipies etc, by two caots of metallic primer to be followed by two caots paints of reputed brand, complete as directed.

Anchoring Materials of the Barge: supply, fitting & fixing of C.I Bollard on the corner edge of the plateform deck of the barge facing towards the riverbank by suitable size of HDMS nuts and bolts including supply of good quality 19mm dia HD steel wirw rope steel core,tested quality to be fastening with the Anchor 5 prong 30 kg by means of suitable size of required nos of U bolts complete as directed

Transportation: transportation of iron materials machineries , miscellaneous items,welding equipment etc from Guwahati to work site by truck including loading, unloading & restacking properly at site.

Shifting of the barge:Shifting of the barge from the place of fabrication to the the work site including floating of the same at the intake point,complete as directed

supply ,fabrication and installation of M.S foot Bridge from bank of the barge as directed .

Supply and Installation of 3 nos of new Pumpsets with Electric wiring along with supply fixing and laying of suction & delivery pipeline, Fabrication of Starter stand and Necessary Earthing.

Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficiency at head range (7.62-13.71) Mtrs coupled with 20 HP induction motor. Pump, Motor, Starter should be of reputed brand and as per IS specification. Also includes best quality MS frame and coupling of required size and shape

Fabricated heavy duty G.I. Bend confirming to IS 1239 Part I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S. 10 Part I, table D, of size: D) 150mm dia x 90º

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S. 10 Part I, table D, of si ze: A) 150mm dia x 0.30 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S. 10 Part I, table D, of si ze: B) 150mm dia x 0.60 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S. 10 Part I, table D, of si ze: D) 150mm dia x 0.90 Mtr. Long

Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S. 10 Part I, table D, of si ze: F) 150mm dia x 1.20 Mtr. Long

Heavy Duty Cl Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should strictly conform to IS: 10805- 1986 and having marked with manufacturer's name and trade mark ii) 150 mm dia

Heavy Duty CIDF Sluice Valve, inside screw, non raising, vertical spindle type with hand wheel operation, need for water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No. 10, Part -I, Table D. All materials, construction and components should strictly conform to IS 14846:2000 and having marked with manufacture's name and trade mark. 125 mm dia. Make: IGrloskar/ Upadyaya/Zolato^enus & Eqv.

CIDF Reflex Valve of 125 mm dia. Make: Kirioskar/ Upadynya/ZolataA^enus & Eqv.

Fabricated M3.D.F. Pipe, 5nim thich with 19mm dia 12 nos. hole in the flange ofthickness lOmm, for different size:- 12Snimdiax030 Mtr. long

Fabricated M.SJ).F. Pipe, Smm thich willi I9tnm dia 12 nos. hole in the flange ofthickness lOmm, for different size;- 125mra dia x 0.60 Mtr. long

Fabricated M.S.D.F. Pipe, 5imn fliich with lOmm dia 12 nos. hole in the flange of thickness lOmm, for different size:- 125mm dia x 1.20 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm tiiich wifli 19nim dia 12 nos. bole in the flange ofthickness 10mm, for different size:- 12Siimi dia x 1.50 Mtr. long

Fabricated heavy duty G.I. Bend contirming to IS-1239 (Part-I) 2004, with G.I. Flange at both mid (G.I. Flange having 8 nos. hole as per B.S.S.-IO Part-I, table-D, ofsiz6:-12Smm diax90®

Fabricated MSDFTappo^ with bodi ends M.S. flanged having drilled as per BSSNo. 10. Part-1. Table-D. lSOnimdiaxl25ntmdiaxOJ MtrLong

Heavy Duty G.I. Pine. Tatn/NTL 150 mm 0

Flexible Rubber Hose Pipe with MS built in type flange 125mm nominal dia x 7.50 m in length

Copper Conductor armoured cable of 16 sqmm x 3 Core

Copper Conductor unarmoured cable of 16 sqmm x 3 Core

Installation ofCentrifugal Pump set (Horizontal Split casing type, size: 150 imn(suction)xl25 nimdia.(deliveiy)of60 LPS minimum discharge at 13.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of20 HP complete set. 'Ihejob includes necessary transportation of pump set to the site and Installation ofC.C. block foundation in proper position with accurate alignment by means offoundatkm nuts and bolts complete with all Wiorks.

Fitting, fixing and laying ofG.L Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe fine for each pump set with 150nimdia. G.I. pipes ofdifferent length, ideated G.I. pipes with ditTerent length, fabricated bends, tapper including foot valve for suction side. Reflexvalve, sluice valve for delivery side ofeach pump set with 125mm dia. G.I. pipes witii different length, bends, fabricated G.I. pipes mth di&rait lotgth as per drawing. The joints should be with the best quality pipejoining sets of required size comprises of60mm thick black moulded rubb» gasket necessary nuts, bolts and washer. Everyjoint should be leak proofand should be completed in all respect fiom foot valve to the pump flange for suction side and Iran deliveiy flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessOTies must be proper painting.

Starter Stand: Supply & Installation ofMS Starter Stand made of MS Angle of size S0mnix5Chmnx5nim including ofprovidence C.C Block Foundation Car installation of staito^ stand along with the required cement concrete works etc. Die work includes painting ofthe starter stand with 1 (one) coat ofred oxide metal primer to be followed by 2(Twd) coats of anticorrosive smoke grey paint to be applied after air drying ofeach previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, ooction, crmncclion ofEarth Station with G J pipe of40mm dia. x 2Mt long with reducing sodeets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G J wire throng perforated G.I pipe with 12mm dia. holes all over the body ofG.I pipe of standard spacing pointed at bottom end.For earth centinuity conductor required ofsalt, charcoal to be used in the earth station.

Laying and ccnnection of cables such as Feeder cable, priming motor cable, limiting cable etc. 16sammx3 Core

Laying and comection ofc ables such as Feeder cable, priming motor cable, lighting cable etc. 6 sqmm

Supply, Fitting and Fixing of Primming Pumpset with accessories

Kirloskar / Crompton Make 1 H.P Electric Driven Centrifugal Mono-Block Pump Set (Suction-50 mm dia. & Suction-40 mm dia.)

D.L.O. Starter, 1.5 HP, 1.1 kw, Type-3 TW, 4290-1A 69 Relay Range.

Copper wire, 2.5 mmSq

M.C.C.B 16A

Gun Metal Sluice Valve/ Ball valve, 40 mm dia

Switch Board, 300mm x 300mm

Heavy duty G.I. pipe 50 mm 0, NTL/TATA/Equiv. Make conforming to LS. specification.

Brass Metal Foot Valve,5 0 mm 0( B/Q)

Heavy duty G.I. pipe 40 mm 0, NTL/TATA/Equiv. Make conforming to I.S. specification

G.I. Elbow, 50 mm 0

G.I. Socket,5 0 mm 0

G.I. Union Socket,5 0 mm 0

G.I. Elbow,40 mm 0

G.I. Nipple. 40 mm 0 x 75 mm Long

G.I. Socket. 40 mm 0

G.I. union socket,4 0 mm 0

Teflon Tape

Hole Tight. 500 gm tin

Supply and Fabrication of Surge Tank

MS sheet 6 mm thick for Surge tank of size 1.5 M dia x 2 M height(As per Sub Analysis -1)

GI pipe for riser, 80 mm dia

GI Flange ,125 mm dia

125 mm dia x 90° G.I. Bend

125mm dia x 1.5 m long G.I. pipe with both side flange

CIDF Sluice Valve 125 mm Dia

Pipe joining set complete with 6mm thick mouled Rubber Gasket, MS Nuts & bolts with washer suitable for 125 mm dia flanged type.

MSDF Short pipe 300mm dia x 2 mtr long

Cost of cutting MS plate

Cost of welding MS plate

Cost of painting with anticorrosive Red Oxide enamel paint to the surge Tank

Cost of fitting fixing of the Surge tank at site with skilled labour as directed

Construction of Platform For Surge Tank

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) .

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick

Columns, Pillars, Piers, Abutments, Posts and Struts .

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Testing and Commissioning

Testing and Commissioning

Illumination

Supplying including installation, testing and commisioning of solar street light as per following specification and as directed by the department System Specification a. W LED based luminaries/fixture (770 Lumen-typical) b. LED type: White High powered LED's 5500-6500 K temperature. c. Automatic Dusk to Dawn operate ion. Independent standalone Solar Street lighting system. d. Powered by a 12 V, 35 Wp Solar PV module confirming RDSO Part-I Approval & IEC: 61215 e. Certification (Model: TBP 1235/1235M) (make: TATA BP SOLAR or equivalent) Battery Box made of M.S fabricated with corrosion resistance paint Autonomy 5 days

ELECTRICAL PART Drawal of 11Kv HT Line & Erection of 100 kVA Transformer (0.9 km)

Surveyingandfinalisingthesuitabletappingpointinexistingnearby11kVlineinconsultationwithAPDCLandDepartmentalOfficers,markingthealignmentofthelineonsidering Right of Way, Feasibility etc. as required and as directed Analysis for 0 to 500 M Length

Analysis for every 100 M beyond 500 M Length

JunglecuttingincludingcuttingofbranchesoftreesandrecliningBamboosalongthealignmentoftheoverheadlineprovidingclearance1.5Meithersideandabovethelineasdirected. Clearance must be ensured at the time of charging the line

POLE LENGTH 9.75 Metres With Boulder (size 150 mm to 200mm) packing - refilling the voids with Hard Soil for 6 or more poles

11 kV PIN INSULATOR: POLYMERIC Supplying and Erection of 11 kV Polymeric Pin Insulator 5 kN on T Cross Arm/ Channel along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed

HARDWARE FITTINGS Supplying and Erection of Hardware Fittings (3u bolt) on existing MS / GI Channel Cross Arm with GINuts and Bolts for mounting 11 kV Disc Insulator 45 kN as directed

G I CHANNEL CROSS ARM: Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed Of Size 100mm × 50mm × 6mm × 2200 mm

DISC INSULATOR: POLYMERIC Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed

CONDUCTORS: Supplying, Laying and Erection of Conductors of following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed AAA CONDUCTORS AAA Raccoon Conductor - 7/3.81 mm

11 KV HT STAY SET In Hard Soil with Boulder Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed

LIGHTNING ARRESTOR: Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. 9 kV, 10 kA with Polymer body

11 kV GANG OPERATED SWITCH: Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed. 400 Amps

11 kV Drop Out(DO) Fuse Unit: Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. 400 Amps

ANTI CLIMBING ARRANGEMENT: Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

GI ANGLE CROSS ARM: Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 2200 mm long

GUARDING AT ROAD CROSSING/ LINE CROSSING Supplying and Erection of 8 SWG GI Guarding Wire on existing MS Angle Cross Arm with 5 Nos. of Longitudinal String and Cross Lacing 1.5 m at intervals of 50 cm including tensioning with proper sag as directed

SUPPLY & ERECTION OF EARTH PIPE:Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along withfitting of hinged CI top Cover Plate and necessary C.C. work as directed

G I EARTH WIRE: Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed with 6 SWG G I Wire

TESTING & COMMISSIONING OF HT LINE: Testing and commissioning of the 11kV line including making payment for necessary Inspection Fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed

ERECTION OF TRANSFORMER: Supply including Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latest amendments) with all standard accessories erected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts . as required, and making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity : 100 kVA, 11 kV/0.433 kV (4 Star Dyn) - Al wound Cost including Supply of Transformer

SECURITY FENCING AROUND SUBSTATION: Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.

LAYING OF LT/HT POWER CABLES: Supply and Laying in Air/ Open Trench Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed Size of Cable : 95 Sq mm × 1 core(4 line)

LT FEEDER PANEL Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 100 kVA DTR of size (800mm × 1200mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 200 A 415 V FP MCCB, (50kA) making necessary connection through copper cable complete as directed.

LTCT TRIVECTOR ELECTRONIC ENERGY METER: Erection & Commissioning LTCT Trivector electronic energy meter including making necessary payment to APDCL for CTs, meter security etc. as reqd and as directed.

DOCUMENTATION: Liaisoning with APDCL, Forest Department, Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.

TESTING & COMMISSIONING OF TRANSFORMER: Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity Capacity : 63/100 kVA, 11 kV/0.433 kV

Load Security payable to APDCL

LT 4 Wire 415 V Overhead Line (200 m)

SUPPLYING AND ERECTION OF PSC POLE: Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed POLE LENGTH 8.5 Metres Erected in 1:3:6 CC Foundation (0.45cm × 0.45cm) upto 30cm above GL for 6 or more poles

INSULATORS LT PIN INSULATOR Supplying and Erection of LT Pin Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts with washer including Drilling of Holes as directed

GI ANGLE CROSS ARM: Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed of Size 50mm × 50mm × 6mm, 600 mm long

Supply and Laying in Air/ Open Trench: Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed Size of Cable : 95 Sq mm × 1 core(4 line)

LT STAY SET In 1:3:6 CC Foundation Supplying and Erection of LT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/12 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed

ANTI CLIMBING ARRANGEMENT: Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed

Outdoor Power Distribution System

Supply, fabrication and erection of iron angle stand for erection of outdoor switch gears made of 4 Nos. of vertical MS Angle post size 75mm x 6mm and cross angle pieces of size 40 mm x 40 mm on all four sides fabricated by best quality welding and having a 1.6 mm thick horizontal platform of size 600 mm x 400 mm at the top, the height of the stand being 7 feet (6 feet above GL). The syand is to be erected on CC work with proportion 1:2:4 rigidly as directed

Supply, fabrication and erection of rain protected housing for outdoor switch gears made of 16 SWG CR sheet and 35 mm x 35mm angle iron with folded and welded construction having inclined roofing with front door neatly painted in two coats of metal primer followed by two coats grey enamel paint as directed. The housing is to be erected on already erected angle iron stand with necessary clamps/nuts and bolts etc. size of enclosure 1000 mm (L) x 400 mm (B) x 600 mm (H)

TPN Main Switch (SDFU - Switch Disconnector Fuse Unit) Wall Mounting Type Supplying including fitting, fixing & connection of TPN Main Switch (SDF) with HRC Fuses, 415 V AC, in Sheet-Steel Housing of following current ratings to be fitted in existing Angle Iron Frame/Wall with Clamps, Nuts & Bolts and all other necessary materials as directed including drilling of holes as required 250 A

LAYING OF LT/HT POWER CABLES Supply and Laying in Air/ Open Trench Supply and Laying of Single Core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support including End Termination with Brass Compression Gland and Cable Lug as required and as directed Size of Cable : 95 Sq mm × 1 core(4 line)

95 Sq mm × 3½ core Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 95 mm 2 × 3.5 Core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of trench of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5 cm + 7.5 cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed

MLTPB Installation

PIPE EARTH STATION Supplying & Erection of Pipe Earth Station including supply of all materials with G I Pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangement with hinge cover plate, funnel G I Nuts & Bolts etc. with necessary enclosure on the top including excavation and refilling as required and as directed. Earth Station with 40 mm dia × 2.5 Metre long G.I Pipe

G I EARTH WIRE Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed with 6 SWG G I Wire

STARTER CABLE & PF CORRECTION

Laying of 25 Sq mm x 3 core PVC/XLPE Insulated Armoured LT Power cable 1.1 KV Grade with AIConductor in exiting open trench/in air including fixing with neessary shaddle/clamps etc. in wall/pole/other support as required and as directed (Annexure C)

LT CAPACITOR BANK Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 φ (Single Unit) of following KVAR Rating and making connection with Busbar in the existing Panel. The Capacitor is to be placed in existing Platform. 6 kVAR

IRON ANGLE STAND FOR CAPACITOR BANK Supplying fabrication and erection of Iron Angle Stand for erection of LT Power Capacitor made of M S Angle of size 30 mm x 30 mm x 5 mm with 4 Nos. legs 400 mm high and cross pieces having Bakelite Sheet Horizontal Platform as directed. Size of the Frame : (1200 mm × 300 mm) × 400 mm

EXTERNAL ILLUMINATION

Supplying including fitting, fixing & connection of TPN Main Switch (SDF) with HRC Fuses, 415 V AC, in Sheet-Steel Housing of following current ratings to be fitted in existing Angle Iron Frame/Wall with Clamps, Nuts & Bolts and all other necessary materials as directed including drilling of holes as required 63 A

Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plate and Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as directed Steel Tubular Pole 410 SP-9, 7.5 m long (IS 2713-Part III 1980)

Supplying including fitting and fixing of hot dip galvanised arm bracket for installation of luminaries header withtop cap 300 mm long pipe of thickness 3mm with arrangement to fix on pole top with 3 nos. bolts i. Arm of rerquired length size 48.3 mm outside dia 3.25 mm thick (BAJAJ/PHILIPS/VALMOUNT/PARUTHI ENGR/NEZONE make) Single arm bracket 1000 mm long for 3m to 10 m poles

Supplying & erection of street loght luminaires with 2 x 36 W CFL lamp, BAJAJ make on existing pole bracket along with supply fitting fixing of necessary clamps etc in wall/pole/other support as required as directed

Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support as required and as directed Size of Cable : 10 Sq mm x 2 core

Internal wiring of Barge and Protective Items

PVC Flexible conduit (ISI approved make and quality) 25 mm

PVC Conduit pipe (Berelia or Equivalent) thickness 1.5 mm, 25 mm

PVC Elbow 25 mm

PVC Bend 25 mm

PVC Junctin Box 25 mm, 4W

PVC Tee, 25 mm

PVC Board (Best quality) 100 mm x 150 mm

Flush Type Switch (ISI approved) 5 Amp

Flush Type Switch (ISI approved) 15 Amp

Flush Type Socket 3 pin, 5 Amp

Flush Type Switch Socket 3 pin, 15 Amp (5 pin)

Pendent holder

Ceiling Rose

Solvent Cement 100 ml bottle

Incandescent Bulb (BAJAJ/PHILIPS) 60 W

Single core copper conductor (Flxible) Industrial cables FR-LSH compound insulated 1100 volts conforming to IS:694 Havells/Crystal 1.5 Sqmm

Mseal for general purpose

MS Screw (Assorted size)

PVC Tape (25 mtr roll)

Black/Red Electrical resistant rubber sheet one side chequrred & other side with cloth finish tested upto 15 KVAR as per ISS of ISI approved 1.81 mtr (L) x 0.9 tr(B)x10 mm (T)

Danger Plate suitable for 11 KV line conforming to IS 2552/1963 of size 250 mm x 200 mm

Danger Plate suitable for 11 KV line conforming to IS 2552/1963 of size 250 mm x 200 mm

MS Luhit Enterprise

Sankalpa Associates

Jethmal Maloo

GOURAV KUMAR ROY

Sanjib Bhattacharjee