RENOVATION AND RE-MODELING OF PATHARKANDI E.L.I.S. JAMIRALA POINT UNDER SOPD FOR THE YEAR 2022-2023

Amount

Centrifugal pump set with 60/70 LPS minimum discharge at 10.35 Mtrs Head, working efficienctly 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:- 150 mm dia x 90°

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 size:- 150 mm 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 size:- 150 mm 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 size:- 150 mm 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 size:- 150 mm dia x 1.2 Mtr. Long

Heavy Duty CI 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 be strictly conform to IS : 10805-1986 and having marked with manufacture name and trade mark of 150 mm dia.

CIDF Sluice Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

CIDF Reflex Valve of 125 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 0.30 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 0.60 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 1.20 Mtr. long

Fabricated M.S.D.F. Pipe, 5mm thich with 19mm dia 12 nos. hole in the flange of thickness 10mm, for different size :- 125mm dia x 1.50 Mtr. long

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:- 125mm dia x 90º

Fabricated MSDF Tapper with both ends M.S. flanged having drilled as per BSS No. 10, Part-1, Table-D, 150mm dia x 125mm dia x 0.3 Mtr Long

Supplying fitting fixing of delivery pipe, 150 mm Ø GI/Fabricated GI pipes

Flexible Rubber Hose Pipe with MS built in type flange 125mm nominal dia x 7.5 Mtr in Length

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 PE100 as per IS: 4984 of 1995 with MS flange at both end having drilled as per BSS No. 10, Part-1, Table-D, 315mm OD x 6 Mtrs. long

Installation of Centrifugal Pump set (Horizontal Split casing type, size: 150 mm(suction) x 125 mm dia. (delivery) of 60 LPS minimum discharge at 13.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of 20 HP complete set. Job includes transportation of pump set to the site and installation of C.C. block foundation in proper position with accurate alignment by means of foundation nuts and bolts complete with all works.

Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing with the best quality pipe joining sets of size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. joint should be leak proof and completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. Pipe lines with accessories must be proper painting.

Providing, fitting , fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.

Starter Stand: Supply & Installation of MS Starter Stand made of MS Angle of size 50mmx50mmx5mm including of providence C.C Block Foundation for installation of starter stand along with the required cement concrete works etc. The work includes painting of the starter stand with 1(one) coat of red oxide metal primer to be followed by 2(Two) coats of anticorrosive smoke grey paint to be applied after air drying of each previous coat.

Installation of Earth Station including supply of Earth continuity conductor materials, erection, connection of Earth Station with G.I pipe of 40mm dia. x 2Mt long with reducing sockets, nuts & bolts etc as per I.E Rule, connecting the motor etc by 8 SWG G.I wire through perforated G.I pipe with 12mm dia. holes all over the body of G.I pipe of standard spacing pointed at bottom end. For earth continuity conductor required of salt, charcoal to be used in the earth station.

Laying and Fixing of Distribution Pipeline from Surge Tank to Distribution Tank (HDPE 315mm OD)

Laying and connection of cables such as Feeder cable, priming motor cable, lighting cable etc. 16sqmm x 3 Core

Laying and connecting cables as Feeder cable, priming motor cable, lighting cable. 6sqmm

FITTING FIXING OF PANEL BOARD ACCESSORIES MOULDED CASE CIRCUIT BREAKERS - FOUR POLE Supplying including fitting, fixing & connection of Four Pole(FP) 415 V, AC MCCB of following current ratings as main incomer in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed F. 250 Amp, Breaking Capacity 35/36 kA

MOTOR PROTECTION CIRCUIT BREAKERS Supplying including fitting, fixing & connection of Three Pole (TP) 415 V AC 50 Hz Motor Protection Circuit Breaker (MPCB) with adjustable Thermal and Magnetic Setting with Rotary Handle of following Current/ HP ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed D. 40 A / 30 H.P. x nos

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 D. Size of the Frame : (1200 mm × 300 mm) × 400 mm x 3 nos

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. C. 15 kVAR x 3 nos

P Main Switch (SDFU - Switch Disconnector Fuse Unit) Supplying including fitting, fixing & connection of TP (Three Pole) Main Switch (SDFU - Switch Disconnector Fuse Unit) with HRC Fuses, 415 V AC, Open Execution, Panel Mounting Type of following current ratings in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed F. 200 Amp x 3 nos

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 E. 250 A x 3 nos.

ALIGNMENT OF HT LINE Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed (A) For first 500 M = 120.00 M

Jungle cutting including cutting of branches of trees and reclining Bamboos along alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line 1 x 120.00 m = 120.00 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. (B) POLE LENGTH 8.5 Metres. (III) Erected in 1:3:6 CC Foundation upto 30cm above GL. (a) for 6 or more poles = 6 Poles

MS ANGLE CROSS ARM Supplying and erection of MS Angle Cross Arm on Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed C of Size 50mm × 50mm × 6mm, 2200 mm long = 2 x 6 = 12 nos

COPPER EARTH WIRE Supply, Erection of 6 SWG Copper Earth Wire and making Earth connection of different Substation Items by connecting the existing Earth Pipes with necessary Lugs 2 x 26.00 M = 62.00 M

METERING UNIT Erection & Commissioning of H T metering unit comprising of 11 kV/110V, 3-Ph CT/PT etc., Meter Cabinet, Electronic HT Energy Meter, making connection through Control Copper Cable to be laid through 20 mm dia G.I. Pipe complete including making necessary payment for Meter Security, cost of CT/PT Set etc. to APDCL as required 1 job

LT FEEDER PANEL Supplying including erection of powder coated LT Feeder Panel /Metering Panel for 63 kVA DTR of size (800mm × 1000mm × 400mm) made of 16 SWG CR sheet and 40mm × 40mm × 6mm MS angle having CR sheet roofing containing Cu Busbar and 1 no 125 A 415 V FP MCCB, (35kA) making necessary connection through copper cable complete 1 job

LT WHOLE CURRENT ENERGY METER Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd 1 job

ERECTION OF TRANSFORMER Supply incld Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/CU-wound Distribution Transformer conforming to IS specifications 2026 ( latest amendments) 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, & making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) 8.1.2 - Capacity : 63 kVA, 11 kV/0.433 kV (4 Star Dyn) - Al wound (A) Cost including Supply of Transformer = 1 no

ERECTION OF TRANSFORMER Supply incld Erection of 4 Star ON-AN (Oil Natural, air Natural) Cooled Al/CU-wound Distribution Transformer conforming to IS specifications 2026 ( latest amendments) 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, & making necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) 8.1.2 - Capacity : 63 kVA, 11 kV/0.433 kV (4 Star Dyn) - Al wound (B) cost only for erection

LAYING OF LT/HT POWER CABLES- Supply and Laying in Air/ Open Trench B. Supply and Laying of 3(Three) Core PVC/ XLPE Insulate 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. (C)(iv) Size of Cable : 185 mm2 × 3.5 Core ( Single Line)- 3 x 51.00m =153.00M

LAYING OF LT POWER CABLES. 9.5.2 - WITHOUT BRICK PROTECTION Laying of PVC/XLPE insulated Armoured unarmoured LT Power Cable 1.1 kV Grade with AI Conductor direct in ground including digging of trench 0.75 Metre deep including sand Cushioning(7.5Cm +7.5 Cm) and refilling etc. as directed. C) Size : from 225 mm upto 400 mm (i) In single line- = 3 x 51.00M = 153.00M

LT CABLE END TERMINATION LT CABLE TERMINATION with brass compression glands and Al . lugs Providing End Termination of PVC/XLPE insulated Al. conductor, armoured LT power cable, 1.1kV grade of following size with brass compression gland and Aluminium lugs along with supply of all materials as required and as directed. 7. 185 mm2 × 3.5 core = 6 x 2 x 3 = 36 nos

Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified. a) In ordinary soil,

Soling in foundation and under floor including filling interstices ramming etc, complete as directed and as specified thickness. a) Brick on flat soling

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 "1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natura lsources : 4 graded stone aggregate 20 mm nominal size down graded rived 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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturals ources : 3 graded stone aggregate 20 mm nominal sized)

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete.

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts Lintels, beams, plinth beams, girders, bressumers and cantilevers(foundation,footing base of column etc..)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts Lintels, beams, plinth beams, girders, bressumers and cantilevers

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. PROP 1:4

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid forseparately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)9.5.1 Second class teak wood . .5.1.1 35 mm thick shutters

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : 12.24.1 Natural colour insulating board 12.24.1.1 12 mm thick

12 mm cement plastering including clearing surface and curing, complete as directed.PROP 1:3

12 mm cement plastering including clearing surface and curing, complete as directed. PROP 1:4

Supplying fitting and fixing in postion reinforcement bars confority to relevent I.S. code for RCC work/ R.B Walling including straightening ,cleaning cutting and bending to proper shapes and length as per details supplying and binding with 20 G annealed black wire and placing in position with proper blocks. chairs and spacers etc. complete ISI approved super ductile TMT Bar (b) (i) TATA/SAIL

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).SAL WOOD

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²)

White washing with lime on wall surfaces (two coats) to give an even shade including thorouggly brooming the surface to remove all dirt, dist, mortar drops and other foreign matters,sand preparing and knotting

Applying priming coat over new wood and wood based surfaces upto 10cm width or girth after and including preparing the surfaces by thoroughly cleaning oil,grease,dirt,dust,mortar drops and other foreign matters,sand preparing and knotting (b) with ready mixed wood primer (white)

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth consolidating deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. In ordinary soil.

CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2 ), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately). (ii) For 160 mm dia

Supplying fitting and fixing in postion reinforcement bars confority to relevent I.S. code for RCC work/ R.B Walling including straightening ,cleaning cutting and bending to proper shapes and length as per details supplying and binding with 20 G annealed black wire and placing in position with proper blocks. chairs and spacers etc. complete

Reinforced Cement conc. Works in prop. 1:2:4 with coarse sand & 20mm down graded stone aggregate including de-watering if necessary and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work ( form work & reinforcement will be measured and paid separetly)

Centering and Shuttering including propping scantling scaffoling including removal of the same after completion of work with necessary nails etc. complete as directed. In superstructure, (i) using 25mm thick plank

RUMA BANIK