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| 1 | Construction of new canteen building at Tummalapallle |
| 2 | Earth work in excavation by mechanical means/ 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge in all kinds of soil. |
| 3 | 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 up to 1.5 m.as directed by Engineer-in-charge |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering at all levels as per directions of Engineer-in-charge.1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement at all levels as per directions of Engineer-in-charge. 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work as per directions of Engineer-in-charge at all leads and lift as directed by Engineer-in-charge: |
| 7 | 1.05 a)in Foundations, footings, bases of columns, etc. |
| 8 | 1.05 b)In superstructure columns, lintels, beams, plinth beams, roofs etc |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all leads and lift Thermo-Mechanically Treated bars of grade Fe-500D or more as directed by Engineer-in-charge |
| 10 | Brick work with common Fly ash bricks of class of approved quality designation 7.5 in at all levels and lift as per directions of Engineer- in-charge. Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Half brick masonry with non modular fly ash bricks of class designation10, conforming to IS :12894, at all leads and lifts in Cement mortar 1 : 4 (1 cement : 4 coarse sand) and providing wire netting at every third layer of brick work |
| 12 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 13 | Structural steel work riveted, bolted or welded in built up sections, and framed work like rails, insert plates, kerb angles, monorail, chequered plates etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Neat cement punning |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade in Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per directions of E.I.C. |
| 16 | 15 mm cement plaster with mix :1:6 (1 cement: 6 fine sand) at all heights and lead as per directions of Engineer-in-charge. |
| 17 | 6mm cement plaster of mix 1:3 (1 cement : 3 fine sand) as directed by Engineer-in-charge |
| 18 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additive (Two or more coats applied @ 1.43 litre/10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. as directed by Engineer-in-charge |
| 19 | 1.17 a)Interior surface |
| 20 | 1.17 b)Exterior surface |
| 21 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) up to plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, tools and tackles and labour etc. complete as per directions of Engineer-in-charge. |
| 22 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth. |
| 23 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including mixing water proofing compound as per manufacturer\"s specifications and directions of Engineer-in-charge. |
| 24 | Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. |
| 25 | Dry stone soling 22.5 cm thick including supply of stones and preparing surface complete. |
| 26 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete with Size of Tile 600x600 mm |
| 27 | Supplying and fixing rolling shutters of approved make, made of required size 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 the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 28 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer in-charge with Extruded section profile size 42x50 mm |
| 29 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. 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 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of \"H\" section, a uPVC hollow section of size 100x24 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 W.C. and bathroom door shutter). |
| 30 | 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 including a coat of approved primer complete 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 31 | Providing and fixing Stainless Steel sliding door bolts of approved quality with nuts and screws etc. complete : 300x16 mm |
| 32 | Providing and fixing Stainless steel tower bolt(Barrel type) with necessary screws etc. complete |
| 33 | 1.31 a)250x10 mm |
| 34 | 1.31 b)150x10 mm |
| 35 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. |
| 36 | Providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers. |
| 37 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid |
| 38 | 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 as directed by Engineer-in-charge White Vitreous China Wash basin size 630x450 mm with 15 mm C.P. brass pillar taps of approved brand as per instructions. |
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. with required excavation and back filling as required complete including as per directions of E.I.C. |
| 40 | 1.38 a) 15 mm dia nominal bore |
| 41 | 1.38 b) 20 mm dia nominal bore |
| 42 | 1.38 c) 25 mm dia nominal bore |
| 43 | 1.38 d) 32 mm dia nominal bore |
| 44 | 1.38 e) 40 mm dia nominal bore |
| 45 | 1.38 f) 50 mm dia nominal bore |
| 46 | Providing and fixing ball valve (brass) of approved quality, High or low pressure complete as per directions of E.I.C. |
| 47 | 1.45 a) 15 mm nominal bore |
| 48 | 1.45 b) 25 mm nominal bore |
| 49 | 1.45 c) 40 mm nominal bore |
| 50 | 1.45 d) 50 mm nominal bore |
| 51 | Providing and fixing un plasticised PVC connection pipe with brass unions of approved quality and manufacture as directed by Engineer-in-charge with 15 mm nominal bore 45 cm length |
| 52 | Providing and placing on terrace polyethylene water storage tank of approved brand IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes with all fittings and connections required at site as directed by Engineer-in-charge |
| 53 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 54 | Providing and fixing C.P. brass stop cock (concealed/non-concealed) of standard design and of approved make conforming to IS:8931 as directed by Engineer-in-charge15 mm nominal bore |
| 55 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:3:6 mix (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : contd... Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each |
| 56 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as directed by Engineer-in-charge |
| 57 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required with White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests including cost of all materials, labour, tools and tackles etc. complete as per specifications and directions of Engineer-in-charge. |
| 58 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete as directed by Engineer-in-charge |
| 59 | Providing and fixing 1st quality ceramic glazed floor 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 as directed by Engineer-in-charge |
| 60 | Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. Complete of 150 mm diameter as directed by Engineer-in-charge |
| 61 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :19.2.2 150 mm diameter S.W. pipe metre 999.15 |
| 62 | 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 fastenersto be paid for separately) :Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 63 | 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)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15). |
| 64 | Providing and fixing pre coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) 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 as directed by Engineer-in-chargefor Gutter (600 mm over all girth) |
| 65 | 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): |
| 66 | 1.64 a) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 67 | 1.64 b) With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm). |
| 68 | Providing and fixing Brass 100mm mortise latch and lock with 6levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 69 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. |
| 70 | 1.68 a)Aluminium |
| 71 | 1.68 b)Stainless steel |
| 72 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm |
| 73 | Providing and fixing Stainless sliding door bolts, ISI with nuts and screws etc. complete of size 300x16 mm as directed by Engineer-in-charge |
| 74 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 75 | Providing and injecting chemical emulsion for Preconstructional ant termite treatment and creating chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor along the external primer of binding expansion joints, surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Heptachlor orchlordance will be used. The rate of applications of chemical emulsion shall be as Follows as directed by Engineer-in-charge |
| 76 | 1.74 a) Providing and injecting chemical emulsion for (1) Treatment for Masonry & foundation 5 Liters per Sq.m.(2) Back fill in immediate contract with foundation 7.5 Litres per Sq.M.(3) Treatment of Top surface of plinth filling 5 Litres per Sq.M.(4) Treatment of soil along External Perimeter of Building 7.50 Litres per Sq.M.(5) Treatment of soil under Apron Along external Perimeter 5 litres per sq.m. |
| 77 | 1.74 b) Providing and injecting for Post constructional ant termite treatment. |
| 78 | Providing and fixing 100mm nominal dia circular type PTMT grating of approved quality and colour as directed by Engineer-in-charge |
| 79 | Providing, hoisting and fixing at all leads and lift pre cast reinforced cement concrete work in slabs, string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) as directed by Engineer-in-charge |
| 80 | Providing and fixing un plasticised - 110mm dia PVC pipe clips of approved design to un plasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete as directed by Engineer-in-charge |
| 81 | Providing and fixing on wall face un plasticised - PVC moulded fittings/accessories for un plasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion as directed by Engineer-in-charge |
| 82 | 1.80 a)Coupler110 mm dia |
| 83 | 1.80 b)Single tee with door110x110x110 mm |
| 84 | 1.80 c)Single tee without door10x110x110 mm each 188.55 |
| 85 | 1.80 d)Bend 87.5°(with or without door) 110 mm bend each 129.85 |
| 86 | 1.80 e) Shoe (Plain) 110Mm Shoe |
| 87 | 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, approved shades 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete as directed by Engineer-in-charge |
| 88 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design as directed by Engineer-in-charge: with 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 89 | Providing and fixing PVC floor/nahani trap of approved brand and manufacture including making the joint in good condition as per direction of Engineer-in-charge. of 100mm dia |
| 90 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete as directed by Engineer-in-charge |
| 91 | Providing and fixing 18 mm thick gang saw cut, mirror polished, pre moulded and pre polished, machine cut for kitchen platforms, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels with Granite of any colour and shade (Area of slab over 0.50 sqm) as directed by Engineer-in-charge |
| 92 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four no’s longitudinal & 9 no’s cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineering-charge. |
| 93 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineering-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. |
| 94 | Making pit for rain water harvesting 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mmdiameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 as directed by Engineer-in-charge |
| 95 | 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, up to 90 metre depth below ground level in All types of soil with 300 mm dia metre |
| 96 | Supplying, assembling, lowering and fixing in vertical position in bore well un plasticized 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 with 200 mm nominal size dia |
| 97 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 98 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge |
| 99 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge. |
| 100 | Gravel packing in tube well 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. |
| 101 | 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 shade |
| 102 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used with G.I. barbed wire |
