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| 1 | Clearing and Grubbing Road Land 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 earlier and 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 Thorney Jungle |
| 2 | Maintenance of WBM Road 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 |
| 3 | Maintenace of bituminous surface road Repair 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 specification Clause 3004.2 |
| 4 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 |
| 5 | Hydraulic Excavator 0.9 cum (100.00 cum /h) |
| 6 | Painting two coats including prime coat with epoxy paint of approved brandon concrete/steel surfaces after through cleaning of surface to give an evenshade as per drawing and MoRTH Specification Clause 801 |
| 7 | Supply & Fixing of flood gauge (water Gauge) as per I.R.C. 67standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6M. long. |
| 8 | 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 |
| 9 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 10 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 11 | 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 |
| 12 | 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) |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 25 |
| 15 | Dry Lean Cement Concrete Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 16 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed infully automatic Computerised Batching Plant compatiable with Printer andPen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 toaccelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 17 | Stonemasonryworkincementmortar1:3withmechanicalmixerforfoundation(anylevel)complete,includingallscaffoldingetc.butexcludingpointingandplasteringasperdrawingandtechnicalspecificationasperMoRTHSpecification:Section1000,1400 Random rubble masonry For All Rajasthan except Hanumangarh |
| 18 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 19 | 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 m as per MoRTH specification Clause 3003 |
| 20 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and MoRTH Specification Clause 3003 |
| 21 | Restoration of Rain Cuts Restoration 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 |
| 22 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 23 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. |
| 24 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material |
| 25 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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 lead |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilateral triangle |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 801 600 mm circular |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 801 800 mm x 600 mm rectangular |
| 29 | Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board |
| 30 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 31 | 5th Kilometre Stone (precast) |
| 32 | Ordinary Kilometer Stone (Precast) |
| 33 | 200 m stone (precast) |
| 34 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 35 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 36 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. |
| 37 | for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm |
| 38 | for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 39 | for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm |
| 40 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. |
| 41 | 1200 mm dia |
| 42 | 1000 mm dia |
| 43 | 750 mm dia |
| 44 | 600 mm dia |
| 45 | 300 mm dia |
| 46 | Precast Box Culvert-Providing and Fixingin position precast cement concrete Box-Culvert as per design and shape using coar seaggregate and fineaggregate derived from natural resources, ordinary port land admix tureasper design mix IS456-2000 and standard like Indian standar dinternationals tandard viz Japanese Industrial Standard (JIS)/ Providing and Fixingin position precast reinforced cement concrete Box-Culvert or Cable Crossing Boxe sasper designand shape,using coarse aggregate and fine aggregate derived from natural sources,Port land Pozzolana/ Ordinary Portland/ Port Iand flagcement ,admixture* inrecommended proportion sasper IS:456-2000 and standar dlike Indian standar dinter national standard sviz. Japanese Induslrial Standards (JIS) /US standard/ EU standard havingo fstrength not lessthan M-50.using Thermo-Mechanically createdbars (TMT/TMX) FESOO Dormorecon for mingto IS1786 reinforcement barand capableo fcarry ingawheelload of 32.5 zone swithear thcushion 0.20 mto3.00m for heavy vehiclemovement.Precastreinforcedcementconcretedrainsusing,serviceCrossing/stormwateretc.RaleincludesaIIcostofmaterial,laborchargesattheplant,costofreinforcementformworkandliftingaccessories,andtransportationupIoworkatfhesite.Rateexcludesunloadinglhematerialatsite,bids,andlift.Allworkuptoplinthlevel:makingnecessaryholesofrequiredsizesforcarryinglhroughservicelinesetc.,providingsteelhooksforlifting,etc..theworkexcitingas per the direction of Engineer in-charge.Nole:Rateshallalsoincludetechnicalassistancefortheinstallation of producls at one time. |
| 47 | Size 2.00 M x 2.00 M |
| 48 | Size 1.50 M x 1.50 M |
| 49 | Size 1.25 M x 1.25 M |
| 50 | Size 1.00 M x 1.00 M |
| 51 | Size 0.75 M x 0.75 M |
| 52 | Size 0.60 M x 0.60 M |
| 53 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 54 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks Please Enable Macros to View BoQ information |
