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| Sl. No. | Item Description |
| 1 | DE-SILTING & EXCAVATION:Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead from the beds of Beels/Tanks/ Ponds/ Swampy lands to the proper grade and slopes as required and utilizing the soil in construction of embankment or repairing of existing embankment on all sides, lifting in uniform layers not exceeding 20 cm thick (excluding compaction), clearing light jungles and trees up to 50 cm girth from the site of work, dug belling, profiling, ploughing or roughening or benching the seat, breaking clods up to 25 mm cube ramming, removing roots and vegetation, dressing to the designed section complete as directed. All kind of soil. The de-silted soil is utilised for construction peripheral bund, rearing tank bund and Approach Road |
| 2 | TURFING:Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shownon the drawingor as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. |
| 3 | EARTHWORK IN EXCAVATION:Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depthFor HP Culvert |
| 4 | PLAIN/ REINFORCEMENT CONCRETE:Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. With crushed StoneA.P.C.C grade M 10i.Nominal mix 1:3:6For HP Culvert |
| 5 | BEDDING FOR PIPE:Bedding of pipe(ii) Type B(First Class) BeddingLaying (FirstClass)bedding on well compacted approved granular material as per Clause 1105 (ii)(i) Sand FillingFor HP Culvert |
| 6 | BRICK MASONRY WORK:Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203i) Brick masonry in 1:3 cement mortarFor HPC Head wall |
| 7 | CEMENT MORTAR:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204For HPC Head wall |
| 8 | NP3 PIPE:Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(i) 1200 mm diaFor HP Culvert |
| 9 | NP3 PIPE: Pipe LayingProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B) 1000 mm dia |
| 10 | NP3 PIPE: Pipe LayingProviding and laying reinforced cement concrete pipe NP3 for culverts design on first-class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.iii) 600 mm dia |
| 11 | EARTHWORK IN APPROACH ROAD:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet the requirements of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 12 | Subgrade and Earthen Shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.i) Private Land |
| 13 | GSB:Construction of granular sub-base by providing well-graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by in place method with rotavator atOMC, and compacting with a smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.ii) For Grading II Material |
| 14 | WBM :'Providing, laying, spreading, and compacting stone aggregates of specific sizes to water-bound macadam specifications, including spreading in a uniform thickness, handpacking, rolling with smooth wheel roller 80- 100kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III |
| 15 | ICBP:Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block, shaving thickness 80 mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 16 | EARTHWORK IN EXCAVATION: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.All kinds of soil (for Footing)For Community Hall, Chain-Link Fencing, RCC Overhead Reservoir, Gate,Spawn Collection Tank. Assam Type Shed. |
| 17 | PLINTH FILLING:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.For Community Hall,Chain-Link Fencing. |
| 18 | PLAIN CEMENT CONCRETE (CAST -IN- SITU):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)For Community Hall, Chain-Link Fencing,Gate,Breeding Pool,Assam Type Shed. |
| 19 | REINFORCED CEMENT CONCRETE (CAST -IN- SITU):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 de rived from natural sources)For Community Hall, Chain-Link Fencing,Gate. |
| 20 | REINFORCED CEMENT CONCRETE (CAST -IN- SITU):Reinforced cement concrete work in walls (any thickness), includingattached 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 with 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) For Community Hall, Chain-Link Fencing,Gate, For RCC Overhead Tank,Breeding Pool,Hatching pool,Spawn Collection Tank . |
| 21 | REINFORCED CEMENT CONCRETE (CAST -IN- SITU):Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).For Community Hall, Gate,Breeding Pool. |
| 22 | STEEL REINFORCEMENT:Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above the plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.For Community Hall, Chain-Link Fencing,Gate, For RCC Overhead Reserviour.Hatching pool,Spawn Collection Tank. |
| 23 | SHUTTERING:Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.For Community Hall, Chain-Link Fencing,Gate,RCC Overhead Reservoir |
| 24 | SHUTTERING:Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers For Community Hall, Chain-Link Fencing,Gate,RCC Overhead Reservoir |
| 25 | BRICK WORK :Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)For Community Hall, Gate, RCC Overhead Reservoir |
| 26 | PRE CONSTRUCTION ANTI - TERMITE TREATMENT:Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration For Community Hall, Chain-Link Fencing. |
| 27 | PRE CONSTRUCTION ANTI - TERMITE TREATMENT:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%For Community Hall, Chain-Link Fencing. |
| 28 | DAMP PROOF COURSE (DPC):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)For Community Hall. |
| 29 | BRICK WORK :Half brick masonry 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. Cement mortar 1:4 (1 cement :4 coarse sand) For Community Hall. |
| 30 | ROOF TRUSS: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.Hot finished seamless type tubesFor Community Hall, RCC Overhead Reservoir. |
| 31 | ROOFING:Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mmFor Community Hall, RCC Overhead Reservoir. |
| 32 | ROOFING:Providing and fixing Ridge accessories (500-600mm) total coated thickness, Zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.Ridges plain(500mm)For Community Hall, RCC Overhead Reservoir. |
| 33 | ROOFING:Providing and fixing Ridge accessories (500-600mm) total coated thickness, Zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete.Barge board (300 mm)For Community Hall |
| 34 | FLOOR 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. For Community Hall. |
| 35 | CEMENT PLASTER:15 mm cement plaster on rough side of single or half brick wall of mix:A) On rough side1:4 (1 cement: 4 coarse sand) For Community Hal. |
| 36 | CEMENT PLASTER:12 mm cement plaster of mix : B) On fair side - 1:6 (1 cement: 6 fine sand)For Community Hall. |
| 37 | MS Grill:Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. (Grill for Fish Landing Centre)For Community Hall, RCC Overhead Reservoir. |
| 38 | TILES:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.For Community Hall, Gate. |
| 39 | TILES:Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gentlyand easily. Double charge vitrified tile polished finish of size : 600 mm x 600 mmFor Community Hall. |
| 40 | DOORS AND WINDOWS: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) :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)Powder coated aluminium (minimum thickness of powder coating 60 micron) 1.037kg/mFor Community Hall. |
| 41 | DOORS AND WINDOWS: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): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) For Community Hall. |
| 42 | DOORS AND WINDOWS: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: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsFor Community Hall. |
| 43 | DOORS AND WINDOWS:30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats.The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.For Community Hall. |
| 44 | PAINTING: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. Equal to plasteringFor Community Hall. |
| 45 | PAINTING: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.For Community Hall. |
| 46 | FALSE CEILING:Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)For Community Hall. |
| 47 | SANITARY WORKS:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm dia. nominal boreFor Community Hall. |
| 48 | SANITARY WORKS:Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal boreFor Community Hall. |
| 49 | SANITARY WORKS:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidFor Community Hall. |
| 50 | SANITARY WORKS:Providing and fixing soil, wasteand vent pipes :100 mm dia. Pipe Sand cast iron S&S pipe as per IS:1729For Community Hall. |
| 51 | SANITARY WORKS:Providing and fixing M.S. holderbat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For Community Hall |
| 52 | SANITARY WORKS:Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x100x100 mmSand cast iron S&S as per IS - 1729For Community Hall. |
| 53 | SANITARY WORKS: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: 17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tapFor Community Hall |
| 54 | SANITARY WORKS:Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixturescomplete.10 litre capacity - WhiteFor Community Hall. |
| 55 | SANITARY WORKS:Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gmsFor Community Hall. |
| 56 | SANITARY WORKS:Providing and fixing 100 mm sand cast Iron grating for gully trapFor Community Hall. |
| 57 | SANITARY WORKS:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern.For Community Hall. |
| 58 | SANITARY WORKS:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal boreFor Community Hall |
| 59 | SANITARY WORKS:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm nominal boreFor Community Hall |
| 60 | EXCAVATION:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge All kinds of soilFor Community Hall |
| 61 | SEPTIC TANK:LOSIO Septic Tank of 2000 Ltrs Capacity, suitable for 10-12 PAX (A 2000-liter Losio septic tank, coded LST-2000, has dimensions of approximately 78 x 45 x 45 inches (Length x Height x Diameter) and is made from durable, lightweight, rust-proof, and leak-proof PVC material. It is an anaerobic, eco-friendly tank designed for industrial and other applications, requiring no professional installation for its easy setup)For Community Hall. |
| 62 | ELECTRICAL WORKS:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group CFor Community Hall. |
| 63 | ELECTRICAL WORKS:Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.For Community Hall,Assam Type Shed. |
| 64 | ELECTRICAL WORKS:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.For Community Hall. |
| 65 | ELECTRICAL WORKS:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 A socket outletFor Community Hall. |
| 66 | ELECTRICAL WORKS:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).For Community Hall. |
| 67 | ELECTRICAL WORKS:Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.For Community Hall. |
| 68 | ELECTRICAL WORKS:Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. For Community Hall, Assam Type Shed. |
| 69 | ELECTRICAL WORKS:Supplying, fitting LED Bub 9WFor Community Hall. |
| 70 | ELECTRICAL WORKS:Supplying including fitting fixing of following A.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the Deptt.)as required complete and as directed by the Department [Without regulator].Premium model 1200 mm Sweep (ORIENT PSPO make) / Premium model 1050 / 1200 mm Sweep SS-390 Deco Havells make)For Community Hall. |
| 71 | Soling Work :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.Stagging FootingFor Community Hall,RCC Overhead Reservoir,Breeding Pool,Hatching pool,Spawn Collection Tank. Assam Type Shed. |
| 72 | MS ANGLE STAGGING :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.For Community Hall. |
| 73 | STORAGE TANK:Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.For Community Hall. |
| 74 | PUMP & MOTORS:Havells, Kirloskar or Cromption make Hi-Flow 1HP monoblock Centrifugal Pump. |
| 75 | SOLAR POWER PLANT:Installation of 5 KW Off-grid Solar Power Plant with mono cell best system capacity. Solar Module Monocrystelin 545wp 24v 144Cell, Product Warranty 12 Years, Performance Warranty 25 Year. Solar PCU Off-grid MPPT Based Controller 5kva 48v Single phase with 2 years onsite warranty. Lithium Battery of 48 volt & 100ah with warranty 5 Years |
| 76 | Site DevelopmentExcavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Filling up to P. L.For Community Hall, Breeding Pool,Hatching pool. |
| 77 | SHUTTERING:Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.For Chain-Link Fencing,RCC Overhead Reservoir, Hatching pool,Spawn Collection Tank . |
| 78 | MS GATE:Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksFor Chain-Link Fencing,Gate, RCC Overhead Reservoir. |
| 79 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25 mm × 25 mm, made of G.I. wire of 3.0 mm diameter, including strengthening with 2.0 mm diameter G.I. wire at top, middle and bottom, fixed to RCC / steel posts using G.I. binding wire / nuts, bolts and washers, complete in all respects as per spacing of posts not exceeding 2.5 m centre-to-centre, and as per direction of the Engineer-in-Charge.For Chain-Link Fencing |
| 80 | Providing and fixing ISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378) 100mmFor Chain-Link Fencing |
| 81 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) 300 x 16 mmFor Chain-Link Fencing |
| 82 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shadeFor Chain-Link Fencing |
| 83 | Galvanised steel barbed wire of 9.8 kg /100metreFor Chain-Link Fencing |
| 84 | Carriage of Barbed wireFor Chain-Link Fencing |
| 85 | Supplying and fixing turn buckles and straining bolts for barbed wire fencing.For Chain-Link Fencing |
| 86 | Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform, Main Tank slabFor RCC Overhead Reservoir |
| 87 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)Footing, Post, Beam.For RCC Overhead Reservoir |
| 88 | 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),Main TankFor RCC Overhead Reservoir,Breeding Pool,Hatching pool. |
| 89 | 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)Post,Bracing-Beam,Min Beam SideFor RCC Overhead Reservoir |
| 90 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaste, Main tank outside & inside wallFor RCC Overhead Reservoir,Breeding Pool,Hatching pool,Spawn Collection Tank . |
| 91 | 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.Main tank floorFor RCC Overhead Reservoir |
| 92 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqmMain tank slab bottom,Side of tank beam,ColumnFor RCC Overhead Reservoir |
| 93 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel workBirdproof grill with openeble door system in gable end opening of overhead tank,Birdproof grill,pump house grill doorFor RCC Overhead Reservoir |
| 94 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work - Exposed on wall,50 mm dia nominal bore,Piping from overhead reservoir ,Drain pipe (plugged),Overflow pipe,Outlet nipplesFor RCC Overhead Reservoir |
| 95 | Half brick masonry 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.Cement mortar 1:3 (1 cement :3 coarse sand)For RCC Overhead Reservoir,Hatching pool,Spawn Collection Tank ,pipes and fitting. |
| 96 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc,Internal work - Exposed on wall40 mm dia nominal boreFor pipes and fitting. |
| 97 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc,Internal work - Exposed on wall25 mm dia nominal boreFor pipes and fitting. |
| 98 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :(a) 50mm dia (heavy type) 50 mm nominal boreAt pump suction pipe end under waterFor pipes and fitting. |
| 99 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 80 mm nominal dia PipesFor pipes and fitting. |
| 100 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal boreFor pipes and fitting. |
| 101 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal boreFor pipes and fitting. |
| 102 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal boreFor pipes and fitting. |
| 103 | Plastic shower 15mm (Market Rate)For pipes and fitting. |
| 104 | 3HP single phase centrifugal monoblock pump set (Market Rate)For pipes and fitting. |
| 105 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. For pipes and fitting. |
| 106 | Purchase of one 5 H.P diesel driven pump (USHA/KIRLOSKAR)machine5 H.P. diesel driven Pump with shed |
| 107 | Purchase ofr 7.5cm dia helical pipe for suction and delivery5 H.P. diesel driven Pump with shed |
| 108 | Construction of Pump Shed with g.c.i sheet roofing over brick wall with pcc flooring5 H.P. diesel driven Pump with shed |
| 109 | Purchase of oxygen cylinders B-type-bigPurchase of oxygen cylinder |
| 110 | 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.Hot finished welded type tubesAssam Type Shed |
| 111 | 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.0.63 mm thick with zinc coating not less than 275 gm/ m²Assam Type Shed |
| 112 | Cost of Agro Net (Market Price)Assam Type Shed |
| 113 | Wages for fitting of Agro Net (Market Price)Assam Type Shed |
| 114 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group BAssam Type Shed |
| 115 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group CAssam Type Shed |
| 116 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. Assam Type Shed |
| 117 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.Assam Type Shed |
| 118 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way , Double doorAssam Type Shed |
| 119 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.Assam Type Shed |
| 120 | Boring:Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil : 300 mm diaTubewell upto 50.00 m Boring |
| 121 | Casing Pipe:Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia Tubewell upto 50.00 m Boring |
| 122 | Screen (RMS) pipes:Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia Tubewell upto 50.00 m Boring |
| 123 | MS Pipe:Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.40 mmTubewell upto 50.00 m Boring |
| 124 | Development of tube well:Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge.Tubewell upto 50.00 m Boring |
| 125 | MS cap:Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm diaTubewell upto 50.00 m Boring |
| 126 | Lowering of column pipe: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal dia Pipes Tubewell upto 50.00 m Boring |
| 127 | Gravel packing in tubewell:Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.Tubewell upto 50.00 m Boring |
| 128 | Gravel packing in tubewell:Providing and placing in position hand pump of approved quality for40 mm diameter G.I. pipe complete with all accessories.Tubewell upto 50.00 m Boring |
| 129 | SUB-SOIL INVESTIGATION :Collection from the field and testing in the laboratory of undisturbed soil sample for sub-soil investigation (as per relevant I.S. code) by open drive sampler (100 mm dia. Boring) through clayey soil layer/sandy soil layer/sandy clay/sandy silt layer/clayey silt layer,conduction standard penetration test(SPT) and collection of SPT sampler,observation of ground water table,spot level survey to the bore location and carrying out R.L. from nearest B.M.,laboratory test (particle size analysis,hydrometer test,liquid limit determination plastic limit determination,specific gravity determination,triaxal test,direct shear test,unconfined compression test,consolidation test) including preparation of sub-soil investigation report complete with necessary printing and binding (minimum 5 copies) |
| 130 | Pen Culture:Construction of Pen Culture with Bamboo (1st Class) 85 mm - 100 mm dia, 4.5 m - 5.5 m long, vertically placed at 2.00 m centre to centre driven 1.50 m below ground/bed level and 2.50 m above ground/bed level tied with Jati or Bethua bamboo 50mm to 100 mm dia and 6m long above groung level horizontally in two rows at 2.00 m apart, Fencing with split bamboo kamis in horizontal direction at 300 mm c/c and vertical direction at 800 mm c/c having tied with coconut fiber two poly twisted rope etc. manually with provision of hired country boat (2 nos.), fitting and fixing of PEN culture Net 115 GSM HDPE mono shade, 45 ply Nylon, 210D, 24 mm mesh size net with boarder rope of 10 mm dia Polypropylene and tie rope in every 2 meter intervals conforming to technical requirement of Textiles - Twisted Nylon Fish-Net Twines as per IS 4401-2006, complete as per drawings and technical specifications as directed by Engineer in-charge. |
| 131 | SOLAR LAMP:Supply, Installation, Testing and commissioning of a Complete solar street-lighting system, including a 160Wp crystalline silicon solar photovoltaic module supplied with a compatible module mounting structure, clamps, fasteners, and UV-resistant cable tails, with test certification conforming to IEC 61215 (Edition II)/IS 14286 and IEC 61730 from a NABL or IECQ accredited laboratory. The system shall incroporate a Lithium Iron Phosphate (LiFePO4) battery of 12.8V nominal voltage and 42 Ah capacity, equipped with an integrated Battery Management System (BMS) providing protections against over/under-voltage, over-current, short-circuit, over-temperature, and ensuring cell balancing, duly certified to IEC 62133-2011 or the latest BIS standard by a BIS-recognized lab or MNRE-accredited test centre. The MPPT charge controller, integrated with the luminaire and battery, shall operate at 12.8 V noinal, have a maximum current rating of 6A/12 A/14 A as required and provide automatic dusk-to-dawn operation, LiFEPO4 charging profiles, and full electronic protection. The LED street-light luminaire shall be rated at 30W(+5%), with high-effciency optics, a driver compatible with the MPPT output, and ingress protection of IP66 or higher, complying with relevent BIS standards, The system shall be mounted on a 6m long 2.2mm thick tubular hot-dip galvanized GI pole conforming to IS 1161 and IS 4736 complete with a single-arm bracket, MMS, and light arm to hold the luminaire and PV module, along with all necessary clamps and fasteners. The work shall include complte erection on a prepared foundation, all wiring and interconnection, functional testing (dusk-to-dawn operation) in the presence of the Engineer-in-Charge, and submission of as-built documentation. The contractor shall also provide a Comprehensive Maintenance Contract (CMC) for a period of five years from the date of commissioning covering preventive and breakdown maintenance, replacement of defective parts, and maintenance of illuinataion levels as specified. |
| 132 | INFORMATION BOARD:Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 133 | EMP:Implementation & Monitoring of Environmental Management Plan (EMP) as the provisions in the Bidding Document Vol-2, for which the estimated cost is Rs.1,15,000/= Please Enable Macros to View BoQ information |
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