Improvement of Rengma FIS under SOPD-G for the year 2025-26 at Sarupathar LAC under Golaghat-Sarupathar Division (Irrigation), Golagahat under Golaghat-Sarupathar Division (Irrigation), Golagahat

Amount

Rennovation of Staff Quarter

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :15.12.1 Of area 3 sq. metres and below

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead :15.28.1 G.S. Sheet

Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.

Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.1 Of sectional area 40 square centimetres and above

15.14.1 Of sectional area 40 square centimetres and above

Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin- charge: 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

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

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²

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 acrylic emulsion paint, 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. 13.82.2 Two coats.

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 12mm thick.

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as perIS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :

Supply, fitting, fixing of all necessary electrical accessories and fittings for internal electrification as specified and complete as directed.

Supply, fitting and installation of 500L polyethylene water storage tank over MS steel staging on RCC foundation base of specified size i/c necessary excavation, foundation concrete FBS with dry modular brick and river sand filling with necessary reninforcement, timber shuttering, curing etc, complete as directed. This includes all necessary pipe fittings incorporating supply and installation of 0.5HP electric centrifugal pump complete as directed.

Construction of D.I. Pipe Aqueduct

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to notmore than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soil (except soil mixed with gravel and boulder All types of soils except soil mixed with gravel and boulders

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thicknesswith9 cmbrick on flat including sand packing.

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).

entering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).

Supplying fitting fixing and 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.

R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).

Supply of Ductile Iron Pipe (Class K-9) of size 450mm 450mm dia

Labour Charge for carying and laying in position Ductile Iron (DI) pipes & specials (Class-9) in the line level complete as directed

Earthwork inback fillingof structures, obtained from outsideborrowpits filling in15 cmlayers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Construction canal distribution system

OPVC underground distribution network 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 1:4)

Providing, laying, jointing & field testing of ISI marked OPVC pipes (oriented PVC pipes class 500 PN16) confirming to IS 16647:2017 (with up to date amendment) with necessary fittings, bends, tees, elbows etc. including excavation in earthwork upto 1m to the top of pipe and 10cm below bottom of pipe, filling with sand (or gine granular material) upto 10cm with proper compaction, then laying of pipe, filling with excavated soil, with proper finish of the surface as directed by the department and subjected to guidelines/SoPs published and notified by by dept. The OPVC fittings should be ISI marked. e) 400mm dia PN16

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

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).

Construction of Spout Chamber 60X60X60 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) having wall thickness of 250mm with embedded RCC pillar of size 35cmx35cmx160cm in concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size ) for 160mm dia delivery pipe with ball/butterfly valve of required size and dimension, i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 38 mm nominal size ); inside base in cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate and plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement including curing with necessary timber shuttering, scaffolding etc. where necessary complete as specified and directed.

Carrying out of all type of road restroration for the pipeline trench along or across the road crossing as per the approved alignment including dismantaliing of flexible pavements and disposal of dismanteled materials & restoration of the trench by providing granualr sub base, water baound macadam, prime coat, track coat, 20 mm thick Open-Graded Premix Carpet and seal coat along with any other incidentals to the original conditions as per the required levels & specifications of APWD all complete as directed.

Construction of Earthen Canals (Right Bank M2 Canal-1890 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 (A) In ordinary Soil

Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM

Construction of Cattle Crossing (5 nos)

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). i) All types of soils except soil mixed with gravel and boulders. For normal lead of 30 m & lift of 1.50 m.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thicknesswith9 cmbrick on flat including sand packing.

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 manufactured sand derived from Recycled concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) ).

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

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

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).

Construction of Pump House (2 nos)

Earth work in excavation for foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)

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 as directed as specified.

Supplying fitting fixing and 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.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).

CC work in proportion 1:2:4 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)

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.(i) in proportion 1:4

12 mm cement plastering including clearing surface and curing, complete as directed.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung , with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted,including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.

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.

Mechanical Part

Cross Regulator/ Head Regulator Gates Lifting Arrangement: Supply, Fabrication, installation and commissioning including greasing, painting, etc. at site and fitting fixing of Lifting Arrangement of Regulator gate with Manual/ Electric operated Spur/Worm Gearbox made of Aluminium Bronze/ Grey Cast Iron of size 250mm or above with reduction 10 (minimum) at 100 RPM and vertical lifting speed of 1.0 Mtr per minute or more capable to lift 10 Ton coupled with 3HP/ 5HP 3-phase electric induction motor with operating wheel, etc. in complete, suitable for rope drum hoisting including supply of C.I. Grooved rope drum, 250mm dia. X 45mm L, tested quality steel wire rope of size 16 mm dia and required length, Rain-shed box, Stuffing Box, Line shaft of 75 mm dia, etc. securely fixed with tool plate on fabricated Platform& fitting fixing of all these items complete as per design & drawing and as directed. [ Any HT/ LT electric connection would have to measureas extra) [Rate as per SOR (Mech) 2023-24, item No. 3.4(e)

Replacement with new of Screw shaft, tool post, CI boss, bearing etc fitting, fixing and suplly at site along with all other materials ( ANALYSIS-I) (Rate as per supply)

Dismentelling all old roller with new of Guide Roller ect fitting, fixing and suplly at site along with all other materials ( ANALYSIS-II)(Rate as per supply)

Providing steel wire rope of 16 mm ǿ, cross lay, as per IS 2266 : 2002 passing over the double pulleys for hanging counter weight with the help of suitable hanger & galvanized ‘U’ bolt of required sizes at one end and fastening the other end at the shutter hook as directed with proper static balancing of the system.(Deptt. approved rate)

Supply, fabrication of bottom seal channel at the crest level of the weir conforming to ISMC 150 with necessary anchoring with MS rod and CC embedment (M 15) as desired. The job includes dismantling/cutting/cleaning of all materials, of all sizes and grades, prior to the job and subsequent curing and removal of all forms from the site directed by the deptt.(Deptt. approved rate)

Supply, fitting, fixing of best quality moulded ‘J’ type rubber seal as per IS : 11855 : 1986 of following sizes duly bolted to the shutter as per in line hole sizes of the shutter with the help of MS flat of 25 mm X 6 mm size. 125 mm(SOR-19-20 with using factor 1.05357)

Supply, Fabrication, Erection /Installation including Painting and fitting –fixing of fabricated MS Ladder of 0.75 M width and required length on the side of Regulator gate made of M.S. Channel ISMC : 100 (100mm x 50mm x 4.7mm ) M.S. plate (checkered) 6 mm thick and 25 mm dia , G.I. pipe . The ladder consist of inclined bar of M.S. Channel, horizontal member for numbers of steps as required, Railing post of M.S. Angle of size ISA 6565 and G.I. pipe railing of size 25 mm(ID) in complete as directed. [ Any C C work to be measured extra]SOR-23-24

Painting of exposed iron structure complete by one coat of red oxide metal primmer, followed by two coats of synthetic enamel paints of different colour shades of reputed brand with proper prior removing rust and foreign materials by steel wire brush as directed total 13 nos CR gates of size=3.5x4.65x7x2=227.85 & 3.5x3.25x6x2x=136.5 and platform assembly= 137.28 sqm

Supply and Installation of Submerge Centrifugal 2 no of 20 HP Pump Sets with Electric Wiring along with Supply, Fixing and Laying of Suction and Delivery Pipe Line, Fabrication of Starter Stand and necessary Earthing with pipe support.

Supply and Installation of Submerged Centrifugal Pumpset along with Pipes and Accessories Submerged Centrifugal pump set of reputed brand and should conform to I.S Specification of 20 HP with 60 LPS minimum discharge at 10.00 Mtr head (approx), working efficiency at head range 6.00 to 15.00 Mtr for both horizontally/vertical bottom rested in water body or horizontally/vertical suspended in water body from floating barge or pontoon, having appropriate class insulation conforming to relevant IS to be connected to power source 400/440 V, 50 Hz, 3 ph complete with 415 V, 50 Hz, 3 ph automatic Star Delta / Oil immersed type starter / ATS with protection as per IP 68 against under voltage, overload etc in sheet enclosure, coupling, H.D. base frame, fitted in accurate alignment along with load chain for anchoring in complete. 1. MOTOR : 1. Make: AQUA Machineries/KSB 2. Type / Model: Submersed/ ARS 3. HP: 20 HP 4. RPM: 1000 5. Supply Voltage / Phase / Cycle: 415 V ± 10% 3 PH/ 50 Hz 6. Class of Motor Insulation: F 2. PUMP :- 1. Make: AQUA Machineries 2. 2. Type: Submersed 3. Model: ARS 4. Size (Suction X Delivery): 150 mm 5. Head Range: 6 – 15 M 6. Pump Input: 7. Efficiency at duty Point: 80% 8. Mechanical seal should preferably be Bi-directional ( Silicon Carbide pump side/ Carbon Alloy steel motor side) 3. STARTER SUITABLE TO RUN ABOVE PUMP SETS: 1. Make: PRABHU/ Equivalent 2. Model: 3. Type: Star Delta 4. Relay Range: 0 – 30 A

Installation of 20 H.P Submersed Centrifugal Pump set horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon platform including fitting, fixing of all necessary accessories and transportation of all materials from Sub-Divisional Head Quarter to the Site. [Size: 150 mm(suction) x 150 mm dia. (delivery) of 60 LPS minimum discharge at 10.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1000 RPM Submersed/ ARS motor of complete Pumpset. The job includes necessary electrical connection to starter, motor, etc. and installation of Pump set, etc. in proper position with accurate alignment including testing & commissioning at site at full load condition with all works complete as directed.

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 1.2 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:- 150mm dia x 3.00 Mtr. long

Flexible rubber hose pipe as per construction schedule with required nos of wire reinforcementinside at different layers, without / with MS built in type flange coupling on both ends having drilled as per BSS No. 10, Part – I, Table – D. The hose pipes should be capable of withstanding a pressure equal to 1.5 times the designed working pressure without failure as per IS : 443 - 1975 and also withstand vacuum drawn upto 625 mm of mercury (approx.).The schedule of constructionof the hose pipe should conform to IS : 3549 – 1983.With MS built in type flange 150 mm nominal dia X 7.50Mtr in length

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. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be 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. The pipes lines with accessories must be proper painting.

Pipe support at delivery side

M.S. Nuts & Bolts (Assorted Size) B.Q.

M.S. Washer (Assorted Size) B.Q.

Pipe jointing set complete with 6 mm thick moulded Rubber Gasket, M.S. Nuts & bolts with washer suitable for:- 150 mm dia flanged type

Heavy Duty Steel Wire Rope, steel core, tested quality, Galvanized, 6 / 19 construction as per IS : 2266 – 2002. -16 mm dia( for additional pipe support)

Emery paper

CIDF Sluice Valve of 150 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

CIDF Reflex Valve of 150 mm dia, Make : Kirloskar/ Upadyaya/Zolato/Venus & Eqv.

Air Relief Valve, CI body, 150 mm PN 16 rating, pipe flange, Make:- Leader

Copper Conductor Armoured Cable of 16sq mm x 3 core

Copper Conductor Un Armoured Cable of 6 sq mm x 3 core

FABRICATION AND SUPPLY OF SOLAR POWERED CART MOUNTED MULTIFUNCTIONAL IRRIGATION SCHEME (2 H.P.) [for 2 nos]

Fabrication, Supply and Installation of Mobile Cart Galvanized steel strut channel 41 x 41 x 2.5 mm

Galvanized square Hollow Section (SHS) 40 x 40 x 3.5 mm

Axle Wheel Assembly

M.S. Nuts & Bolts (Assorted Size) B.Q.

M.S. Washer (Assorted Size) B.Q.

Name Plate

Cutting, Grinding, Welding charges

Installation and commissioning including Painting charges at site

Freight Charges (Including loading/unloading at Site)

Supply and Installation of Solar Panels and Surface 2 HP BLDC Pumpset along with Hybrid Controller, Pipes and Accessories 2 H.P. Self Priming Solar BLDC surface water pump with Hybrid Controller, Wp=2000, Voltage (V) =230 V, Current (A)= 9A, 2.2 KW, Discharge= 550 LPM, Head Range = 12-18 Mtr, 16-20 Mtr Make : Sileaf or eqv. Departmental empanalled brand.

Monocrystalline Solar PV modules conforming to IEC 61215 specification or equivalent National or International standards framed in anodized aluminium frame of 545 Wp 72 Cells each. Specification : Length x Width x Thickness (L x W x T) = 1985 mm x 1003 mm x 35 mm, Weight : 21.5 Kg, Solar Cells per Module 72/ (12x6), Mono Crystalline Silicon, PID Free & UV Resistant, Waterproof PPO, Connector IP68 rated/ MC4 compatible, 10 years product warranty, 25 years Power Output Warranty)

Ribbed PVC Hose Pipe 80 mm

Foot Valve 80 mm dia

Clamp 3'' dia

Fitting-Fixing and Testing Commisioning of Solar PV Modules along with Pumpset, Pipes and other accessories (Including supply of jointing material, bends, sockets etc. )

IoT based Monitoring System Installation of IoT-Based Energy Management and Location Tracking System integration with IIPPMS Scope of Work: Deployment of Intelligent Power Management Unit: Installation of an advanced Energy Monitoring and Control Module engineered for continuous runtime tracking and performance analysis of solar-powered systems. Provides real-time insights into system operational metrics, including active runtime, power usage, and energy efficiency. Integration of Geo-Spatial Tracking System: Incorporation of a High-Precision Geo-Positioning Module for accurate real-time location tracking. Utilizes multi-satellite connectivity to ensure reliable geo-spatial data acquisition and reporting. GaM-Based Communication Infrastructure: Implementation of a Global Access Management (GaM) communication framework to ensure secure, uninterrupted data transmission. Enables remote monitoring of system parameters, location data, and operational status via a centralized platform.

Analysis for Canvas Pipe Procurement and supply of approved quality Canvas Pipe of 3 inch dia for water distribution system including all necessary accessories for fitting, sealing joints etc. as directed.

Electrical Part HT line length 730 M ( apprx.)

Drawal of 11KV HT Line say 730 m ( approx.) & Erection of 63 kVA Transformer Sub station ALIGNMENT OF HT LINE: Surveying and finalising the suitable tapping point in existing near by 11kV line in consultation with APDC LandDepartmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed Analysis for 0 to 500 M Length

For every subsequent 100 M beyond 500 M Length (₹1000.00)

JUNGLE CUTTING: Jungle cutting including cutting of branches of trees and reclining Bamboos along the 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

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 x 0.45 cm) upto 30cm above ground level (a) For 6 and more poles

LINE SUPPORT : M S CHANNEL CROSS ARM : Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed Of Size 75mm × 40mm × 6mm × 2200 mm

Of Size 100mm × 50mm × 6mm × 2200 mm

T CROSS ARM :- 11 KV MS T CROSS ARM : Supplying and erection of MS T Cross Arm for 11 kV Line on PSC Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed

CROSS BRACING : Supplying and erection of Cross Bracing Sets for 11 kV Line on DP (Double Pole) Structure comprising of 2(two) Nos. of MS Angle of size 50 mm × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with MS Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed.

1 KV HT STAY SET :- In 1:3:6 CC Foundation : Supplying and Erection of 11 kV HT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/10 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed.

INSULATORS 11 kV PIN INSULATOR PORCELAIN : Supplying and Erection of 11 kV Porcelain Pin Insulator 5 kN on Cross Arm along with GI Pin, GI Nuts & Bolts including Drilling of Holes as directed

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

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

SUBSTATION ITEMS LIGHTNING ARRESTOR : Supplying and Erection of Metal Oxide gap less 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, 5 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. 200 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. 150 Amps

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

LT FEEDER PANEL Supplying including erection of powder coated LT Feeder Panel for 63 kVA DTR (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 63 A 415 V FP MCCB, 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.

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

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 Up to 1 KM

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.

ERECTION OF TRANSFORMER: Supply including Erection of 5 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 : 63 kVA, 11 kV/0.433 kV (5 Star Dyn) - Al wound Cost including Supply of Transformer

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 kVA, 11 kV/0.433 kV

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.

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)

SUPPLY AND LAYING OF UNDER GROUND WITHOUT BRICK PROTECTION ( 3.5 Core Cable ) 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 mm2 × 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

Load Security payable to APDCL

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 Supply and Laying of 3(Three) 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 : 35 mm2 × 3 Core ( Single Line)

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

Miscellaneoous items 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 160 A

External illumination :- 250Watt HPMV Luminaries complete set ( Bajaj / Eqvt )

SUPPLY AND LAYING POWER CABLE FOR LIGHTING PURPOSE(2 Core) : 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

SUPPLYING AND ERECTION OF STEEL TUBULAR POLE: 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)

Miscellaneous items :- MS Screw (Assorted size)

Electricaly Tested Rubber Hand Gloves as per IS Specification No.47701968/1991 up 11 kv

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

Ampere Tap

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 440 Volt Line confirming to IS:2552/1963 of size 250mm x 200mm

M. Seal for general purpose

Ceiling Fan of Orient/Equivalent make 1400 mm

Modular Switch (i) 5 Amps

Modular Socket 5 amp

CFL Bulb (Bajaj/Philips/Equivalent ISI 15 watt

Fire grip / miniaser or equivqlent ISS marked with ISO 0001 35 fir extnguisher DCP/ Dry chemical powder complete with all accessories 10 Kg