Urban Improvement Trust-UIT has published Tender For Construction Of 253 Houses In Block A And B (On Already Constructed Houses Up To Plinth Level) , 34 Houses On Vacant Plots At Block A Including Internal Devlopment Works At Dev Narayan Nagar Integrated Housing Scheme.. Submission Date for this Tender is 17-03-2023. Building Work Tenders in kota Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 2 | 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. |
| 3 | M10 grade Nominal Mix, 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 4 | Filling in plinth withlocally available good earth under floors including watering ramming consolidating and dressing complete including cost of Locally available good earth |
| 5 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 6 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared without 1% solution of water-proof compound complete as per specification . 75mm |
| 7 | Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks |
| 8 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 9 | Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. |
| 10 | HalfFlyash Lime Gypsum Brick Worksin Superstructure , above plinth level upto floor Threelevelusing Flyash Bricks of designation 75 |
| 11 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 12 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 13 | 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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 14 | 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 :Columns, pillars, posts and struts etc. |
| 15 | 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 |
| 16 | Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision. |
| 17 | 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.Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 18 | Random rubble dry stone Kharanja under floor. |
| 19 | Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : |
| 20 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12 MM thick |
| 21 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. |
| 22 | 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) |
| 23 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. |
| 24 | Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision : New Work |
| 25 | 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 : M.S. Sheet 20 S.W.G. |
| 26 | Extra for double leaf shutters. |
| 27 | 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 |
| 28 | Extra if square,rectangular hollow tubelarsections are used or grill made by flats only |
| 29 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work |
| 31 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting offollowing operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound conforming to IS. 2645 over the RCC slab including cleaning the surface before treatment. (b) Laying cement concrete using broken bricks/brick bats 25 mm to 100mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:4(1 cement :4 coarse sand )admixed with proprietary water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 32 | (c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645and finally finishing the surface with trowel with neat cement slurry and making of 300x300xmm square (e)The whole terrace so finished shall be flooded with water fora minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge. With average thickness of 120mm and minimumthickness at khurra as65 mm. |
| 33 | 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 : |
| 34 | 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": 30 mm thick . Commercialveneer both side |
| 35 | 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 : Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 36 | Providing brass handles/peg stays and fittings in place of oxidized fitting |
| 37 | Supplaying And fixingfixed wire gauge of 14x24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance |
| 38 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 450mm in walls, 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 (excluding the cost of cement plaster on walls and pillar). |
| 39 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and 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). |
| 40 | Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : For area of each slab from 2001 to 5000 Sq.Cm : (30 mm thick slab.) |
| 41 | Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12 mm (Av.) thick cement mortar 1 : 3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete :30 mm thick slab area 2001 to 5000 Sq.Cm. |
| 42 | Providing and fixing 15 to 18mm thick Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12 mm (Av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :Rajasthan black Above 3601 Cm2 Slabs |
| 43 | Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Half Edge moulding |
| 44 | Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Makrana Adanga. (1501 Cm2 to 3600 Cm2 Tiles) |
| 45 | Provicing & fixing corrugated colour G.I sheet having thickness 0.50 mm roofing fixed withGIJ or L Hooks bolts & nuts 8mm dia meter with bitumen and G.I Limpet washers or withG.I Limpet washer filled with white lead and includingover lapping of sheet complete (upto a pitch of 60 degree) & excludingthe cost of purlins rafter and trusses etc. complete in all respect. |
| 46 | 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: |
| 47 | Size 580x440mm. |
| 48 | P & F low level Flushing Cistern of 10 ltr. Capacity (IS : 2556 Mark) of approved make with colplete fitting ,C.I. brackets duly painted , brass ball cock with ball, (IS :1703 mark)complete including cutting and making good the wall. |
| 49 | PVC with PVCbend as per IS : 7231 . |
| 50 | P & F WVC wash basin (1st quality, I.S. : 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 the wall.: |
| 51 | Size 450 mm x 300 mm |
| 52 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) |
| 53 | 20mm nominal outer dia pipes |
| 54 | 32mm nominal outer dia pipes |
| 55 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). |
| 56 | 20mm nominal outer dia pipes |
| 57 | Synthetic MATERIAL (PTMT) bib cock of approved quality/ make, nominal bore, 15mm, 86 mm long. Fancy Type, 122 mm long. |
| 58 | P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: |
| 59 | Brass 400 gm. 15mm nominal bore. |
| 60 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 61 | C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 62 | P & F 15 mm. Dia Connection Pipe of approved quality/make : |
| 63 | PVC pipe withC.P. Brass nuts upto length, 450mm |
| 64 | Synthetic MATERIAL (PTMT) Pillar cock of approvedquality / make15mmnominal bore. |
| 65 | P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : |
| 66 | (-do-) wt.Not less than 600 gm, 25mm. |
| 67 | P & F Extension Pipe for bib cocks of approved quality/make. |
| 68 | C.P. brass of Heavy & Superior quality 50x15mm |
| 69 | 1.0 mm thick Salem stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make (Nirali, Neel – kanth, Jaina, Faber-Castell )with large waste coupling. |
| 70 | 22 x 18 x 720x16x7 |
| 71 | 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: |
| 72 | 500 litres capacity. |
| 73 | 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. |
| 74 | 110 mm dia |
| 75 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 76 | 110 mm dia (25m for Sewer line) |
| 77 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 78 | Coupler 110mm dia |
| 79 | Repair Coupler |
| 80 | 110mm dia |
| 81 | Bend 87.5 Dg. |
| 82 | 110mm dia |
| 83 | Bend 45 Dg. |
| 84 | 110mm dia |
| 85 | Door Bend 87.5 Dg. |
| 86 | 110mm dia |
| 87 | Single "Y" |
| 88 | 110mm dia |
| 89 | Single "Y" with Door |
| 90 | 110mm dia |
| 91 | Double "Y" |
| 92 | 110mm dia |
| 93 | Double "Y" with Door |
| 94 | 110mm dia |
| 95 | Socket Plug |
| 96 | 110mm dia |
| 97 | Pipe Clip |
| 98 | 110mm dia |
| 99 | Double tee with Door |
| 100 | 110mm dia |
| 101 | W.C. Connector |
| 102 | 110mm dia |
| 103 | Single Tee |
| 104 | 110mm dia |
| 105 | Single Tee with Door |
| 106 | 110mm dia |
| 107 | Offset |
| 108 | 110mm dia |
| 109 | Extra Square Jali |
| 110 | 110mm dia |
| 111 | Extra Round Jali |
| 112 | 110mm dia |
| 113 | Gully Trap |
| 114 | 110mm dia |
| 115 | Nahni Trap with Jali 4” |
| 116 | 110mm dia |
| 117 | Vent Cowel |
| 118 | 110mm dia |
| 119 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: |
| 120 | Coupler (socket) 110mm dia |
| 121 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 122 | -do- size 450 x 450mm depth upto0.5 M Cement cover with frame |
| 123 | Wiring of light point/ fan point /Exhaust fan point/ call bell point with 1.5 Sq.mm normal size FR PVC insulated unshethedfiexiable copper conductor 1.1 kv Grade and 1.5 Sq mm. nomonalsize FR PVCinsulated unshethedfiexiable copper earth conductor 1.1 kv Grade (IS :694)of approved make in surface/resessed ISI marked medium duty PVC conduct & Its, accessories, round ,tiles, HotDipped Galvanized Modular Box with eatrh terminal ,6A Modular Switch Modular plate with grid plate screws making connections ,testing etc. as required |
| 124 | Short point (up to 3 mtr.) (Group-1) |
| 125 | Medium point (up to 6 mtr.) (Group-1) |
| 126 | Long point(up to 10 mtr..) (Group-1) |
| 127 | Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved makeon surface /recessed ISI marked medium duty conduit & Its Accesories, 20SWG with earth terminal, 6 A modularswitch, 6 A modular socket, Modular plate with grid plate, screws, making connections, testing etc. as required. |
| 128 | On board |
| 129 | Short point (up to 3 mtr.) |
| 130 | P & F IS:371 marked6 amp surface type ceiling rose including making connection testing etc. as required. |
| 131 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product |
| 132 | 25 mm |
| 133 | Supplying and drawing FR PVC insulated & unsheathed flexiable copper conductor ISI marked (IS:694) of 1.1 KV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 134 | 2 x 2.5 sq.mm + 1 x 1.5 sq.mm (For Light & Power Ckt) |
| 135 | 2 x 4.0 sq.mm + 1 x 2.5 sq.mm |
| 136 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm. on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet, making connection , testing , etc. as required. |
| 137 | Providing & Fixing ISI marked 6 Amp bakelite batten/angle holder including making connection testing etc. as required. |
| 138 | Providing & fixing 240/415 Volt MCB of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)/ conforming to IEC 60898 in existing board/sheets including making connection with lugs, testing etc. as required. |
| 139 | Single Pole MCB |
| 140 | 6 Amp to 32 Amp rating |
| 141 | Triple pole & neutral MCB |
| 142 | 50 A 63 A rating |
| 143 | Providing & fixing recessed/ Surface mounting heavy duty horizontal type sheet steel distribution boards phophatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS 8623 including making internal DB terminations with copper lugs, testing etc. as required |
| 144 | Single door (single phase) 8 Way |
| 145 | P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections, testing etc. as required. |
| 146 | Double pole isolator |
| 147 | 63 A rating |
| 148 | Plate Earthing as per IS:3043 withcopper Earth plate of size 300mm x 300mm x 3.0mm by embodying3 to 4 mtr. below the ground level with 25mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 149 | S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
| 150 | 8 SWG copper Wire |
| 151 | P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . |
| 152 | Making of hole in wall of required size for housing exhaust fan and making good the same, with cement plaster as required of following size: |
| 153 | Up to 457 mm size |
| 154 | P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required |
| 155 | 5 step fan regulator 2 Module |
| 156 | P & F P.V.C. sheet of size 75 mm dia. Including screws, cup washer as required. |
| 157 | P & F energy efficient / energy saving 9 Watt IP 20 LED Bulb cool white, in existing holder / fixture as required, minimum 900 Lumen output, 25000 burning hours, CCT 5700 K or 6500 K ( as per direction of Engineer incharge), ANSI, Lamp efficacy minimum 100 lumen/Watt, CRI 80, Driver efficiency >85%, PF 0.95 at full load/ 230 volt AC. |
| 158 | ROAD WORK Structuralcementconcrete(DesignMix)inopen foundations,with formwork, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. |
| 159 | P.C.C.M-10 grade |
| 160 | R.C.C.M-25 grade |
| 161 | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. |
| 162 | HYSD bar reinforcement |
| 163 | Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305. |
| 164 | Providing laying and spreading of granular sub baseby providingcoarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve desired density, complete as per Morth specification : clause no. 401. |
| 165 | For Grading II material (1 Layers of 200mm) |
| 166 | Providing, laying, spreading and compacting crushd graded stone aggregate as per table 400-10 & 400.11 to wet mix macadam specification including premixing the materialwithwatertoOMCinmechanicalmixer(PugMill),asperdesignmix, carriageofmixedmaterialbytippertosite,laying inuniformlayerswithmotor grade/F.E.loaderpaverFinisher insub-base/basecourseonawellprepared undersub-basecourseonawellpreparedunderbaseandcompactingwith vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion, etc. (Morth specification : Clause 406). with all lead & lift. |
| 167 | Providingandapplyingprimercoatoverpreparedsurfaceofgranularbasewith bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 168 | providing & aaplying tack coat on the prepared surface with bitumen emulsion as per IS 8887 & manufacture"s specifications @0.20kg/sqm with a self propelled or towedbitumenpressuresprayerequipped forsprayingMaterialuniformalyat specifiedratesandtemperatures(includingcleaningofroadsurfaces)asper Mortth specification CI. 502. 112 |
| 169 | ProvidingandlayingBituminousMacadamonpreparedsurfacewithspecified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course includingloadingofaggregateswithF.E.loaderandheating&mixingofstone aggregateandbitumen(includingcostofanti-strippingcompound,wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift |
| 170 | 50/75mm compacted thickness with 3.3% bitumen VG30 grade |
| 171 | Providingandlaying 20mmthickMix Seal Surfacingon aprepared surfacein a single course composed of specified close graded crushed stone aggregates (as per table 500-19) premixed with bituminous binder(including cost of anti-stripping compound,whereverrequired).InaHotMixPlant40-60TPHwithF.E.loader, laying with paver finisher, transporting the mixed Material by tipper and rolling with power roller 8-10 tonne, to achieve desired density approved by the department, butexcludingcostoftackcoatwithalllead&lift(MoRTHspecification: clause 508). |
| 172 | Type “A” (22 kg binder per 10 sqm) bitumen VG30 grade. |
| 173 | SEWER WORK EarthworkforSewerlineandManholeinexcavationinfoundation,trenches manholes,roadsidechambersetc.includingdressingofsidesandrammingof bottoms,includinggettingouttheexcavatedmaterial,refillingafterlayingpipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurementforpaymenttobeasperstandarddrawings),re-handlingof material/earth to complete the task. |
| 174 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 175 | All Kind of soil depth up to 1.5 mtr |
| 176 | In hard rock (Blasting prohibited) |
| 177 | Depth upto 1.5 m |
| 178 | Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 |
| 179 | Providing at site, lowering & laying in trenches,aligning &jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from300mmupto2000mmmanufacturedthroughverticalcastingprocessall levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gasketslubricants) asper drawing, sectional hydro testingof the sewerpipeline(includingcostandconveyanceofwatertositefortesting)etc., complete as directed by Engineer. |
| 180 | 200 mm internal diameter |
| 181 | 150 mm internal diameter |
| 182 | 300 mm internal diameter |
| 183 | Providing and laying granular bedding in layers of not more than 15cmthick, for bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher), haunching = 0.5Bc using 20mm graded hard crusher broken stone aggregate to cover pipehavingwidth=outerdiaofpipe(Bc)+200mmor1.25Bc(whicheveris higher), thickness over pipe = 0.25Bc or 100mm (whichever is higher) for all type of pipesoffollowingsizes,includingreinforcement,compaction,curing,formwork, etc complete as per drawing and/ or as directed by Engineer. |
| 184 | 200 mm internal diameter |
| 185 | 150 mm internal diameter |
| 186 | 300 mm internal diameter |
| 187 | ProvidingandconstructingofRCCM-20gradecast-in-situcircularmanholesof "Type-E" with internal dia 1.50m and depth upto 3.50m having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approvedmakeatevery0.30mheight,supplyingandfixingheavydutySFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm,includingformwork,reinforcement,curing,watering,hydrotestingof manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. |
| 188 | Manhole of depth 1.8m as per drawing and direction of Engineer. |
| 189 | Providingandconstructingextradepthofmanholefordepthbeyond1.8mand upto3.5with150mmthickRCCM-20wallasperdrawinganddirectionof Engineer. |
| 190 | Tube-well Construction of tube well 100 Metre depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following size in all types of soils and over-burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part-I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube-well should have a throughout bore as per nominal dia of casing pipe. |
| 191 | 200 mm dia nominal bore |
| 192 | Supply of ERWM.S. blackcasing pipe ISI marked (IS : 4270/1992) of grade Fe 410 of following sizes at site of work. |
| 193 | 150 mm dia nominal bore,5.4mm thk @28.46 Kg/m |
| 194 | Testing verticality of tube-well by plumbing systemand yield test and draw down test by pumping system as per IS : 2800 (Part -II) - 1979. |
| 195 | Supply &fixingtubewellcoverofM.S.Sheet(6mmthick)withnutsandbolts complete for casing size. |
| 196 | 200 mm dia |
| 197 | Supply & fixing M.S. clamp, set of 50 x 6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 198 | InstallationofsubmersiblemotorpumpsetinTube-well/openwellcomplete (labourchargesonly)includingtransportationoftripod,chainpulley block&any other material required for lowering purpose. |
| 199 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . |
| 200 | 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. |
| 201 | 7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM |
| 202 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. 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 . |
| 203 | for vertical installation |
| 204 | 50 mm OD6 kg / cm2 |
| 205 | SITC of ContactorOEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors 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 . |
| 206 | For Three phase Submersible / Mono block pump |
| 207 | 7.5 HP to 10.0 HP( Star / Delta starter ) |
| 208 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure "A" attached with this BSR |
| 209 | 6.0 Sq.mm 3 core flat / Round |
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