Tender For Vip Visit Under Pwd Dn. I Sikar (Rate Contract)- 1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 2 Restoration of Rain CutsRestoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002. Mechanical Means 3 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smoothwheel roller to achieve the desired density complete as per MoRTH Specification table 400-1, 400-2. Using naturally occuring gravel 4 Granular Sub-base with Well Graded Material (Table 400-1)Plant Mix MethodProviding laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with notor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S. 2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete [MoRTH specification : Clause 401]. By Mechanical means. For Grading I Material 5 Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means 6 Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. 7 Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate By Machanical Means. Add extra for WBM Patching. 8 Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all leads 9 Maintenace of bituminous surface roadPatch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet andseal coat Type B as per drawings and MoRTH specification Clause 3004.2 10 Maintenace of bituminous surface roadRepair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specificationClause 3004.2 11 Providing & laying premix patching with 0.27 Cum of stone chipping (0.18 cum of 13.2 mm size and 0.09 cum of 11.2 mm size) mixed with 14.6 kg of straight run bitumen per 10 Sqm. Of road surface including heating of binder and aggregate mixing of aggregate and binder, cleaning the area of patch, pot holes cut to regular shape with vertical side, removing all loose & disintegrated material, application of tack coat @ 2.25 kg. per 10 Sqm., laying of patching material and compating with 8-10 tonne power road roller including cost of bitumen, aggregate fuel, lubrication, binder, hire charges of Machinery, T&P etc. 12 Marking Centre Line and stop lines etc. on road as IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 1600C with a special applicator machine complete with a special applicator with labour, material and traffic diversion arrangements. 13 Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilater & triangle 14 Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size boardProviding and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 15 White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 16 Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location as per MoRTH specification Clause 201 17 Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per MoRTHspecifications Clause 201 18 Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per MoRTH specifications Clause 201 19 Removal of existing sealant and re-sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material hot poured rubberised bitumen of cold polysulphide type as per clause 602.2.8 with appropriate type of primer complete as per MoRTHspecification clause 3005.2 20 Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per MoRTH specification Clause 3003 21 Maintenance of Gravel Road Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipmentor to stripexcess of material from the road surface as per drawings and MoRTH specification Clause 401 22 Laying brick edging 15 to 19 cm deep and 9 to 11.5 cm. wide (according to approved brick size to be specified) including digging of trenches fixing bricks in position refilling and disposal of surplus earth etc. complete. 23 Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at siet, of weight not less than 40 Kg., including excavation etc. complete. 24 Labour charges for loading, unloading, Transporing and fixing of sand filled cement bags up to 1 Km. lead and all lift. 25 Painting (two coats) with superior grade enamel paitn of approved quality to given an even shade incl. writing, lettering, figuring etc. complete as per IRC standards of : 26 5th Kilometer Stone 27 Ordinary Kilometer Stone 28 200m stone & boundary stone 29 Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (53-22.4mm) size, hire charges for roller for consolidation and compaction and other machines required for the work including cost of bitumen. 30 Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. 31 Providing and laying rounded hump type speed breakers for crossing speed 25 Km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988. 3.70 meter wide and 10 cm high for general traffic 32 Basic Rate Labour 33 Surveyor 34 Mazdoor (Unskilled) 35 Mazdoor (Semi skilled) 36 Mazdoor (Skilled) 37 Plant & Machinary 38 Tractor with trolley 39 Three wheel 80-100 kN Static Roller 40 Hire and running charges of loader. 41 Excavation for StructuresEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth 42 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 43 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In cement mortar 1:4 44 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 45 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 :75 mm thick 46 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 :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 47 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 48 Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12 mm mud mortar including filling joints with River sandcomplete. 49 Brick SolingLaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80-100 kN as per MoRTH Specification Clause 408.4.3. 50 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 51 300 mm dia 52 600 mm dia 53 1000 mm dia 54 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 55 Interlocking Concrete Block PavementProviding and Laying of Interlocking M-30 grade Concrete Block Pavements as per drawings and IS 15658:2006.with all materials shall conform to MoRTH Specification Clause 602. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm. 56 Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 required designatedgrade, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation with vacuum dewatering and floater including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound and water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments Design mix grade M-30 57 Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height upto 1.2 M above ground level and vertical supports upto 2.5 M centre and for 3 days period including removal and cleaning the site complete in all respect. b) Complete work 58 Barriacading with Sal Ballies as per design including tying with vertical posts by coconut strings complete in all respect with two horizontal members height height 1.2 M to 1.5 M ground level and vertical supports upto 2.5 M centre and for 3 days period including removal and cleaning the site complete in all respect. b) Complete work 59 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13 mm thick pre-mix carpet and seal coat type B specificationClause 1904.2 60 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 61 Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 507 complete in all respects. 62 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. or Grading-II(13 mm nominal size) VG-30 grade 63 Filler JointProviding and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604 64 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 65 Excavation in SoilwithDozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 66 Construction Embankment with Material Obtained from Roadway cutting.Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 67 Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means Bituminous Courses 68 Prime CoatLow porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 69 Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 70 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) 71 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) binder.Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30). 72 Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means. Case-II : Type B (I) Bitumen (VG-30). 73 Survey work ofroads including ploting of L-section, X-Section @ 25m c/c interval showing existing Ground level line, proposed level line in different colour with clour back ground of graph sheet of 1 mm square size showing all the required details as per IRC : SP-20 and IRC-19 Pliting work shall include plan of the road showing required curve details width of existing road, if any and proposed road. toe line, width of revenue track. proposed location of borrow area width making of cattle crossing location, Lay bye and Bus locations, ramp locations, permanent structure / Electric pole / Telephone / Tree etc. (Print of L- Section sheet shall be for 1 Km. )On CD work location, survey work required on 0.5 Km. on either side of CD works and L-section ahall be proposed on separate A-4 size sheet for eatch CD works and same shall be superimposed on X-section showing proposed CD work in different colour line and details of slope of CD work etc.E/W calculation 74 of road work shall including ploting of X-section Max 2 Nos on A-4 size sheet showing line of subgrade and embankment with E/W Calcution sheet showing quantum of E/W involyed in sub grade in embankment E/W in cutting and Qty of E/W cutting adjusted in filling within 100 m lead. 75 Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for seven days period. 76 Conducting traffic census including installation of tent, furniture & lighting arrangement for 24 hours in three shift with help of three matriculated skilled persons complete in all respect as directed by Engineer-in-charge rates are inclusive of all carriage and printing of final reports in specified format & submitting for Three days period. 77 Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imli or other specified) along road side including Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage,Supply of plant at site of two years of age & height more than 1.50 Mtr., Supply of dry manure (Farm yard manure organic)Supply of Insecticides,Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting,Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 Cement : 6 Sand) and theintermediate courses being in dry honey comb masonry, as per design complete, Watering to plants & Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing Weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost. 78 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. 79 Dressing ground including levelling upto 15cm. Depth 80 P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 81 Floor Covering : Non woven synthtic carpet (Red/Green) (New) 82 Floor Covering : Non woven synthtic carpet (Red/Green) (Old) 83 Kanat fixed with Tent. (15x6) 84 VIP Chair with cushion 85 Deluxe sofa 86 Three Seater 87 Centre Table sunmica Top 2x4 88 Aluminium German Hanger Tent Roof made up of Waterproof, Fire resistant Synthetic Rubber fabric of885 GSM. 89 Water proofing canopy with ornamental frill, inner ceiling & curtains Above size 20x20 90 Woolen Carpet (New). 91 Water Proof Tent with pipe pandal supported with Bamboo/Balli /MS Pipe frame. 92 Generator 250 KVA. 93 Hire charges for following type of Airconditionersincluding copper piping , drain piping and electrical connections with skilled operator to operatesystem as and when etc as required. (If work contineue for more then one day , rates for nextsubsequent days will be 50% of the original rates.) 3.0 /4.0 TR Tower type split AC 94 Dry Cleaning of Woolen Carpet of any size using shampooing machine with all material & drying it using machinery at the designated place as told by engineer in charge. 95 Complete replacement of Tapestry cloth of Sofa set costing @ Rs. 300/- per Mtr. Approx of superior quality including stitching charges (As approved by the Engineer in Charge) as per existing pattern/design. 96 Single seater sofa 97 Three seater sofa 98 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 99 Chemical toilet with house keeping arrangement and providing liquid soap, tissues, comb, freshener etc. 100 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) 101 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 25 mm thick . Commercial Veneer both side 102 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 IS 710- 1976 marked 19 mm thick commerical ply 103 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 104 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 105 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.Flat Back (small) size 456x355x265mm. 106 P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm. Makrana II quality marble having light spots 107 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: PVC with PVCbend as per IS : 7231 . 108 P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 109 (a) 110mm dia. 110 (b) 160mm dia. 111 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia. 112 (a) Bend 87.5 113 (b) Plain Tee 114 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good 115 P & F Flush Cock/Flush Valve (IS:9758 Mark) or WC of approved quality make : C.P. brass Half-turn exposed 25 mm nominal bore. 116 P & F G.I. Pipes (Internal work) with G.I. fittings (IS:1239 Mark) & M.S. clamps including cutting and making good the walls and floors :Type B 117 (a) 15mm dia nominal bore. 118 (b) 25mm dia nominal bore. 119 P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 25mm dia nominal bore. 120 (a) 15mm dia nominal bore. 121 (b) 25mm dia nominal bore. 122 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : C.P. Brass bib cock 15 mm nominal bore. 123 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : CP Brass Long body, 15 mm nominal bore weight not less than 690 gm. 124 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection with 37 Cm. long thread and nut. 125 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 500 litres capacity. 126 P&F Ball Cock (IS:1703 mark), with Rod & P.V.C. Ball complete : Brass wt.Not less than 400 gm, 20mm 127 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre 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) 128 (a) 15 mm nominal size 129 (b) 20 mm nominal size 130 (c) 25 mm nominal size 131 P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : 132 Gun-metal 20 mm nominal bore. 133 Gun-metal 25 mm nominal bore. 134 P & F Towel Rail or Ring of approved quality/make: 135 C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). 136 C.P. brass Towel Rail elbow type with concealed screws size 600 mm (Heavy duty). 137 P & F Looking Mirrors with P.V.C. frame of approved make as per direction of Engineer-in-charge 138 Size 500x400mm 139 Oval shape 450x350 mm 140 Round 500mm dia 141 Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3
