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Tender For Annual Rate Contract For Civil Work Under Phed Division Pali Nit-20/2025-26 - 1 Pwd Bsr 2022 2 (1.1) Earth Work In Surface Excavation Not Exceeding 30Cm. In Depth But Exceeding 1.5 Meter In Width As Well As10 Sqm On Plan Including Disposal , Pali-Rajasthan

Public Health And Engineering Department has published Tender For Annual Rate Contract For Civil Work Under Phed Division Pali Nit-20/2025-26 - 1 Pwd Bsr 2022 2 (1.1) Earth Work In Surface Excavation Not Exceeding 30Cm. In Depth But Exceeding 1.5 Meter In Width As Well As10 Sqm On Plan Including Disposal . Submission Date for this Tender is 26-05-2025. Water Pipe Line Tenders in Pali Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

49245240
Tender For Annual Rate Contract For Civil Work Under Phed Division Pali Nit-20/2025-26 - 1 Pwd Bsr 2022 2 (1.1) Earth Work In Surface Excavation Not Exceeding 30Cm. In Depth But Exceeding 1.5 Meter In Width As Well As10 Sqm On Plan Including Disposal
Tender
Indian
Rajasthan
Pali
26-05-2025

Tender Documents

Tender Details

Tender For Annual Rate Contract For Civil Work Under Phed Division Pali Nit-20/2025-26 - 1 PWD BSR 2022 2 (1.1) Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 3 (1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 4 (1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 5 (1.28) Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 6 (1.31) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 7 (3.1) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 8 (3.1.2) M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 9 (3.1.6) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 10 (3.3) Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: 11 (3.3.1) M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 12 (4.1) Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 13 (4.2) Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 14 (4.3) Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 15 (4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 16 (4.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 17 (4.10.1) Walls (any thickness) including attached pilasters,buttressesplinthandstring course. 18 (4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 19 (4.10.3) Columns, pillars, posts and struts etc. 20 (4.10.5) Arches, domes, vaults etc. up to 6 Mtr span. 21 (4.13) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) 22 (4.13.2) Hot rolled deformed bars (IS : 1139). 23 (4.13.3) Thermo-mechanically Treated bars (Conforming of relevent IS code) 24 (4.14) Labour charges for cutting, bending for fabrication and binding reinforcement (plain or tor/ribbed/TMT steel) as per drawing and design for R.C.C. and R.B. work including cost of binding wire with all lead and lift up to floor five level complete. 25 (4.18) Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement 26 (4.18.5) Beams, Columns, slabs, Shelves, Vertical & horizontal fins individually or forming box louvers setting in cement mortar 1:2 (1 cement: 2 sand) or grouts as per requirements 27 (4.19) Providing, hoisting and fixing up to floor five level precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mmnominal size) reinforced with 1.6 mm dia Mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand ) etc complete as per approved design excluding plastering of jambs, sills and soffits 28 (4.19.3) 30mm thick 29 (4.25) Rebarringwork in old R.C.C structures including making bore hole to adjust required bar diameter and filling a good quality filler to provide a tensil strength as per requirement and fix the Bar to the saction including cost of bars. 30 ((ii)) 10 mm bar 31 (5.2) Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : 32 (5.2.2) Cement mortar 1 : 6 (1 cement : 6 coarse sand) 33 (6.1) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 34 (6.1.6) Cement Mortar 1:6 ( 1-Cement : 6-Sand). 35 (6.2) Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : 36 (6.2.6) Cement Mortar 1:6 ( 1-Cement : 6-Sand). 37 (6.4) Add extra for facing as per design and detailed specifications including additional cost of stones 38 (6.4.1) Course rubble facing First sort. 39 (6.4.2) Course rubble facing Second sort. 40 (6.15) Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 41 (6.17) Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges : 42 (6.17.1) Sand or other approved stone 25mm thick. 43 (6.17.2) Sand or other approved stone 50mm thick. 44 (7.18) P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. 45 (7.18.2) size 600 mm X 600 mm 46 (7.18.3) size 800mm X 800 mm 47 (8.1) Providing& fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : 48 (8.1.1) Sal wood Grade - I. 49 (8.6) Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick 50 (8.6.5A) IS 710- 1976 marked 19 mm thick commerical ply 51 (8.6.9) SS wire gauge 14 mesh x 24 gauge 52 (8.6.11) 5 mm float glass 53 (8.24) Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked including top cover of6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plate MS 20 mm dia curtain rod with nickel plated bracket including fixing with 25x3 mm MS flat10 cm long all complete 54 (8.31)Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent withpair ofCP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 55 (9.5) Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 56 (9.7) Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. 57 (9.8) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 58 (9.8.1) Extra if square,rectangular hollow tubelarsections are used or grill made by flats only(10%) 59 (9.9) Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). 60 (9.1) Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). 61 (9.13) Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). 62 (9.14) Providing& fixing ball bearing for rolling shutters 63 (9.17) Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 64 (9.19) Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 65 (9.19.1) Doors 66 (9.19.2) Windows fixed 67 (9.19.3) Windows side hung /Ventilators top or centre hung (openable) 68 (9.19.4) Partly fixed and partly openable [ fixed area not to exceed 33%] 69 (9.26) Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 70 (9.27) Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 71 (9.38) Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. 72 (9.38.3) Welded mesh 25 mmx 25 mm x 2.1 mm 73 (9.39) Providing and fixing of double leaf steel shutterfor cupboard, the frame is made of pressed steelISI section 80x25 mmx1.25 mm thickwith 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc completeincluding applying priming coat of approved steel primer of red oxide zinc chromate andspray painting in approved shade with decopaint of approved quality complete as per direction of Engineer In Charge 74 (10.16) Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 75 (10.17) Grading roof for water proofing treatment withwater proffing compound 76 (10.17.1) Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 77 (10.18) Providing and laying brick kharanjaon roofs with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound in square pattern 78 (10.18.2) 55mm to 60mm thick average 79 (10.22) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 80 (10.24) Providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg ofVG-40 (30/40 )grade and 0.30 Kg/Sqm. OfVG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge. 81 (10.25) Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 82 (10.25.2) 3.0mm thick (Wt. 5.0 Kg./Mtr. Sq.) 83 (10.27) Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part I at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures 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 drawing and specification and direction of the Engineer in Charge but excluding the cost of painting. 84 (11.3) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 85 (11.3.1) 40mmthickwith20mmthicknominalsizeaggregate. 86 (11.18) Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 87 (11.18.1) For area of each slab from 901 to 2000 Sq.Cm : 88 (11.19)Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 89 (11.19.1) For area of each slab upto 2001Sqcm 90 (12.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 91 (12.3.2) 20mm thick. 92 (12.5) 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 93 (12.7) Finishing with neat cement (punning). 94 (12.22) Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 95 (12.22.1) New Plastered Surface (three or more coats) 96 (12.31) Pointingonstonemasonryincementsandmortar 1:3 (1 cement : 3 sand) : 97 (12.31.1)Flush / Ruled/ Struck or weathered pointing. 98 (12.31.2) Raised and cut pointing. 99 (12.31.3) Deep groove pointing 100 (12.36) Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. 101 (12.41) Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: 102 (12.41.1)New work (Two or more coats applied @ 3.84 kg/10 sqm). 103 (12.41.2) Old work (One or more coats). 104 (12.46) Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 105 (12.46.1) Two or more coats on new work 106 (12.46.2) One or more coats on old work. 107 (13.4) Renewing glass panes,with putty and nails wherever necessary 108 (13.4.2) Float glass panes of thickness 5 mm 109 (13.12) Repair to stone masonary in cement sand mortar 1:6 with old and new stone. 110 (13.15) Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 111 (13.18) Replacing broken roofing slab in patches including lime terrace, ceiling plaster etc. including removal of broken slabs. 112 (13.23) Repair of existing steel glazed doors, windows and ventilator, MS sheet door, garge doors, compound wall gates etc. by welding drilling complete include. Cost of welding rods and hire charge of welding meachine and TP etc complete 113 (13.24) Labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 114 (13.29) Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :- 115 (14.2) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 116 (14.2.1) 1: 3: 6 or richer mix. 117 (14.2.2) 1: 4: 8 or leaner mix. 118 (14.9) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: 119 (14.9.2) In cement mortar. 120 (14.12) Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: 121 (14.12.1) Of area 3 square meter and below. 122 (14.55) Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 123 (16.1) Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately). 124 (16.1.1) For fixed portion 125 (16.1.1.1) Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 126 (16.1.2) For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). 127 (16.1.2.1) Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 128 (16.4.2) Prelaminated particle board with decorative lamination on both sides. 129 (16.5) Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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 basicitem.) 130 (16.5.2) With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) 131 (16.6) Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. 132 (16.6.1) With stainless steel cover plate 133 (16.8) Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 134 (16.1) Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium section (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. 135 (16.10.1) Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 136 (16.11) S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 137 (1.2) P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: 138 (1.2.1) Size 530x410mm. 139 (1.3) P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 140 (1.9) Labour charges for removing W.C. pan (any type) of all sizes with care including all necessary fittings P or S trap. 141 (1.14) P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. 142 (1.14.1) Flat Back (small) size 456x355x265mm. 143 (1.2) P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: 144 (1.20.3) PVC withPVCbend and superior internal fittings as per IS : 7231 . 145 (1.38.9) 1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling. 146 (1.38.9.3) 24 x 18 x 8, 20x16x8 147 (1.45) P & F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-in-charge 148 (1.45.1) Size 500x400mm 149 (1.46) P & F Toilet Shelf of approved quality/make: 150 (1.46.1) W.V.C. (I.S.: 2556 Mark) Size 300mm 151 (1.47) P & F Towel Rail or Ring of approved quality/make: 152 (1.47.1) C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). 153 (1.48) P & F Grating of approved quality/make: 154 (1.48.1) Stainless Steel Sheet size 125mm dia. 155 (1.62) Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto code IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 156 (2.1) P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 157 (a) Exposed on wall 158 (2.1.1) 15 mm dia nominal bore 159 B Class 160 (2.1.3) 25mm dia nominal bore 161 B Class 162 (2.2) P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 163 (2.2.1) 15mm dia nominal bore 164 B Class 165 (2.2.2) 20mm dia nominal bore 166 B Class 167 (2.2.3) 25mm dia nominal bore 168 B Class 169 (2.2.6) 50mm dia nominal bore 170 B Class 171 (2.3) Making connection of G.I. distribution branch with G.I. main including all fitting. 172 (2.3.1) Upto 25mm dia 173 (2.3.2) Beyond 25mm & upto 100mm dia 174 (2.6) P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make: 175 (2.6.1) C.P. Pillar cock, 15 mm dia nominal bore 176 (2.6.6) Synthetic Material (PTMT) Pillar cock of approvedquality / make15mmnominal bore. 177 (2.7) P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: 178 (2.7.3) C.P. Brass bib cock,15mm nominal bore. 179 (2.9) P & F Sink Cocks of superior quality & approved made : 180 (2.9.1) C.P. Sink cock swinging spout 15mm. 181 (2.1) P & F Push Cock superiorquality, of approved make 182 (2..10.1) C.P. Brass 15 mm. 183 (2.11) P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : 184 (2.11.2) Brass wt.Not less than 400 gm, 20mm. 185 (2.12) P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. 186 (2.12.1) C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 187 (2.14) P&FFlushCock / FlushValve (IS :9758Mark)forWCofapproved quality make : 188 (2.14.1) CP brass push type 15mm nominal bore. 189 (2.15) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : 190 (2.15.1) Gun-metal 15mm nominal bore. 191 (2.15.2) (-do-) 20mm nominal bore. 192 (2.15.6) (-do-) 50mm nominal bore. 193 (2.26) P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 194 (2.26.3) 500 (-do-) 195 (2.32) Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 196 (2.32.2) 20mm dia nominal bore 197 (2.32.3) 25mm dia nominal bore 198 (2.32.6) 50mm dia nominal bore 199 (3.9) P & F Sand-cast Iron (S.C.I.) Pipe (IS : 1729mark) of approved make in wall or in floor with M.S. holder bat clamps in 10 X 10 X 10 Cm. M-15 grade concrete blocks, joints filled with CM 1:4 with spun yarn including cutting holes and making good the wall: 200 (3.9.3) 100mm dia 201 (3.11) P &F S.C.I. Fittings (IS : 1729 mark) in CM 1:4 with spun yarn. 202 (3.11.3) 100mm-do- 203 (iv) Cowel 204 (v) Tee 205 (vi) Bend 206 (3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 207 (3.16.3) 110 mm dia 208 (3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 209 (3.17.1) Coupler (socket) 210 (ii) 110mm dia 211 (3.17.3) Plain Tee 212 (ii) 110mm dia 213 (3.17.4) Door Tee 214 (ii) 110mm dia 215 (3.22) Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: 216 (3.22.3) Size 240 Cm. dia outside & 240 Cm. depth. 217 (3.34) Construction of Open SurfaceDrain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 218 PWD ELECTRIC BSR2021 (w.e.f 01.04.2021) 219 (E030100) Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (as per IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (as per IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC casing capping& its accessories like coupler, inner, outer, elbow, square box, tee, end cap etc., recessed 18 SWG G. I. box with earth terminal/surface UPVC Boxwith earth terminal, 6 A switch 3 pin ceiling rose / lamp holder/ 3 point connector , 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc., all as per pre approved by Engineer in charge,making connections, testing etc. complete as required. For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 220 (E030101) Short point (up to 3 mtr.) 221 (E030102) Medium point (up to 6 mtr.) 222 (E030103) Long point(up to 10 mtr..) 223 (E030300) Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694)and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694)onsurfaceISI marked ( IS:14927 P - II ) UPVC casing capping & its accessories like coupler, inner, outer, elbow, square box, tee, end cap etc., recessed 18 SWG suitable G. I. box with earth terminal/ surface UPVC Boxwith earth terminal, 6 Aswitch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 -1995),Al. alloy/ cadmium plated iron screws 20 mm cup washers etc.all as per pre approved by Engineer in charge,making connections, testing etc. complete as required. For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessoriesrefer Chapter E - 04, E - 05 & E - 07 .For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 224 (E030301) On board 225 (E030302) Short point (up to 3 mtr.) 226 (E030303) Medium point (up to 6 mtr.) 227 (E030304) Long point(up to 10 mtr..) 228 (E040100) Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.99% purity copper, class 5 stranding in acc. to IEC 60228 forlower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4,, in existingsurface or recessed PVC/ MS conduit/casing capping includingall as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work, referAnnexure A attached with this BSR . 229 (E040107) 2 x 2.5 sq. mm. + 1x1.5sqmm 230 (E040108) 3 x 2.5 sq.mm 231 (E040114) 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 232 (E040120) 2 x 6.0 sq. mm. + 1 x 4.0 sq. mm. 233 (E050100) Providing & Fixing of 18 SWG G. I. / M .S. Sheet boxesas per PWD specification for electrical Works, duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) in recessed/surface as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 234 (E050120) 18 SWG G Iboxes 235 (E0501212) 250mm x 300mm x 100mm 236 (E0501214) 300mm x 375mm x 100mm 237 (E060100) Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load andsite requirement) 4KV impulse withstand voltage,as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted withexisting distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A ratingincluding making connections, testing etc. as required.. OEM shall have submitNABL / CPRI / ERDA accrediated lab test reportsbefore execution & All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 238 (E060110) Single pole MCB 239 (E060113)6 A to 32 A rating 240 (E110100) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured / Armouredaluminiumcable of 1.1 KV grade as per PWD specification for electrical Worksin existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench, on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size andas per points (a), (b), (c), mentioned below:- 241 () (a) Material :- H4- Gradealuminium conductor of purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I 242 () (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures . 243 () (c)OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities forcables . Appropriate type test certificate / OEM test report shall be submitted .All above as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 244 (E110110) Un-armoured 245 (E110130) Armoured Cable 246 (E110133) 10.0 Sq. mm 247 (E110133A) 2 core 248 (E110133B) 3 core 249 (E110134) 16.0 Sq. mm 250 (E110134B) 2 core 251 (E110134C) 3 core 252 (E140300) Plate Earthing as per PWD specification for electrical Works as per IS:3043 withcopper Earth plate of size 600mm x 600mm x 3.0mm by embodying3 to 4 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 253 (E150500) Providing & Fixing of ISO Certified company made BEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanas per PWD specification for electrical Works, conforming to IS:374-2019, & IS:1885 -P-V- 1981. with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 254 (E150502) 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) 255 (E150900) Providing & Fixing of Heavy duty capacitor start, copper woindDouble ball bearing900/1400 RPM single phaseExhaustfan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 256 (E150901) 300 mm sweep(900/1400 RPM) 257 (E151200) Providing & Fixing of capacitor start, copper wound, metal body, metal blade three speed wall mounting fan of following sweep with the help of anchor bolts including making connection testing etc. as required. OEM shall be an ISO certified company.Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 258 (E151202) 300 mm sweep( oscillating type) 259 (E160100) Providing & Fixing ofISO Certified company made ISI marked (IS:2082) of 5 star ratedvertical storage water heater with outer casing made of M.S.sheet finished with anti-corrosive powder coating,inner tank made of pure electrolytic copper/stainless steel / SPHP, Tubular copper sheathed and Nickel plated heating element/ twin ceremic cartridge heating element, stem type thermostat and thermal cut out, Dual indicating lamps for power supply and thermostat, PUF insulation, Pressure release valve,fusible plug etc. as required held in position with 4 no. rag bolts,duly wired with 3 core 2.5/4.0 Sqmm PVC insulated & sheathed copper conductor and 16 A/25A three pin plug top with Portable Residual Current Device ( PRCD ) facility form OEM ,including making inlet,outlet heavy gauge C.P./ Flexible alloyconnection,testing etc. complete in all respect. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 260 (E160101) 6 Ltr. 261 (E170100) Providing & Fixing of Fluorscent tube rod in existing fixtures as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 262 (E170110) Flourscent powder coated 263 (E170111) 18/20 Watts 264 (E170200) Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from polycarbonate /extruded aluminium powder coatedhousing with in built driver, Power Consumption of18W/20W ,system lumen efficacy ≥ 120 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% ,p.f.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . foe additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 265 (E170202) 4 LED Tube shape fixture 18/20 W (Extruded AlBase) 266 (E170300) Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate /Extruded AlBase Housing & diffuser SMD Mid Power LED tube (with integral driver), on existing fixture. Power Consumption of18W / 20Wsystem lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV ,THD < 15% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . foe additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 267 (E170301) 4 ,18/ 20Watt LED Tube Without Batten ( Polycarbonate base) 268 (E170600) Providing & Fixing of energy efficient / energy saving direct fit (Retrofit) composite self ballasted compact fluorscent lamp (CFL) with PF >0.85 in existing holder / fixture as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 269 (E170604) 14/15 Watt 270 (E180500) Supply and erection of M.S. Galvanized Octagonal pole ( as per BSEN 40-3-3:2003 /BSEN 10025/IS 2062 IS:875 Part-1 – 2015/ for MS plate for baseflange )of following length and dimension as per table P-01 with base plate on the cement concrete foundation of M-20 grade (1:1.5:3) as perIS 456/IS 2911. with the help of anchor bolts of grade 6.8 (IS: 1367 P III ).The pole shall have a weatherproof flush door and locking arrangements. complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 271 (E180515) 7 Mtr. 272 (E180600) Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 273 (E180601) Single arm overhang 274 (E181200) Providing & Fixing ofIK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wtwith High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driverEfficiency >85% , THD(I) <10%, driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be provided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K±355K.Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 275 (E181201) High Power LED Flood Light 30W

Key Value

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INR 500 /-
EMD
INR 50000.0 /-
Tender Value
INR 25 Lakhs /-

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