tender for Rj-23/15 Cr. / 25-26/02 - road work- 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 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 thorny jungle 2 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 3 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 4 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 5 dqy 6 Dismantling of Flexible Pavements Dismantling 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 & Granular Courses 7 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 8 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 9 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 10 dqy 11 Construction of Subgrade and Earthen Shoulders 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 12 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 13 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 14 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 15 dqy 16 Wet Mix Macadam Providing, 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 lead 17 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 18 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 19 dqy 20 Wet Mix Macadam Providing, 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 lead 21 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 22 dqy 23 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 24 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 25 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 26 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 27 dqy 28 Prime Coat Providing 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 29 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 30 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 31 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 32 dqy 33 Tack Coat Providing 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. 34 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 35 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 36 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 37 dqy 38 Bituminous MacadamProviding 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) 39 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 40 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 41 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 42 dqy 43 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity 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 Viscosity 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) 44 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 45 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 46 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 47 dqy 48 Seal Coat Providing 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 Bitumen (VG-30) 49 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 50 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 51 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 52 dqy 53 KilometreStone Reinforced cement concrete M15grade 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 Ordinary Kilometer Stone (Precast) 54 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 55 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 56 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 57 dqy 58 KilometreStone Reinforced cement concrete M15grade 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 801 200 m stone (precast) 59 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 60 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 61 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 62 dqy 63 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 64 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 65 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 66 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 67 dqy 68 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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 2905.300 mm dia 69 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 70 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 71 dqy 72 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. 73 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 74 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 75 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 76 dqy 77 Traffic SignsSemi Reflective Traffic Signs 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. 600 mm equilateral triangle 78 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 79 dqy 80 Traffic SignsSemi Reflective Traffic Signs 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. 600 mm circular 81 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 82 dqy 83 Traffic SignsSemi Reflective Traffic Signs 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. 800 mm x 600 mm rectangular 84 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 85 dqy 86 Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing 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 87 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 88 dqy 89 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing 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 motor 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-III Material 90 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 91 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 92 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 93 dqy 94 Excavation for Structures Earthwork 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 95 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 96 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 97 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 98 dqy 99 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 1:3:6 100 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 101 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 102 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 103 dqy 104 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 20 105 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 106 lMd fuekZ.k dk;Z fueksnk mtkM jksM ls ihiYnk lkaM rd 107 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 108 dqy 109 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 110 lMd fuekZ.k dk;Z [ks:yk ukys ls cxkonk ukys rd 111 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 112 dqy 113 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing 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 motor 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-II Material 114 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 115 dqy 116 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. 117 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 118 dqy 119 Construction ofun-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding 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 to accelerate/ 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 drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 120 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 121 dqy 122 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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. 1000 mm dia 123 ,e- Mh- vkj 252 ls Qrsgiqj[kqd 124 dqy
