Tender For Construction Work Of Various Non Patchable / Missing Link Road; 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 non-thorny jungle. 2 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 3 RANAWARA TO AKHIWARA KM 2/400 - 3/400 4 SAROLI TO PATELWARA KM 0/0 - 1/700 5 A/R TO SAREDI KM 0/0 - 1/700 6 PHOOTALA TO BHATKI KM 0/0 - 2/100 7 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 8 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 9 RANAWARA TO AKHIWARA KM 2/400 - 3/400 10 SAROLI TO PATELWARA KM 0/0 - 1/700 11 A/R TO SAREDI KM 0/0 - 1/700 12 PHOOTALA TO BHATKI KM 0/0 - 2/100 13 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. 14 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 15 RANAWARA TO AKHIWARA KM 2/400 - 3/400 16 SAROLI TO PATELWARA KM 0/0 - 1/700 17 A/R TO SAREDI KM 0/0 - 1/700 18 PHOOTALA TO BHATKI KM 0/0 - 2/100 19 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 20 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 21 RANAWARA TO AKHIWARA KM 2/400 - 3/400 22 SAROLI TO PATELWARA KM 0/0 - 1/700 23 A/R TO SAREDI KM 0/0 - 1/700 24 PHOOTALA TO BHATKI KM 0/0 - 2/100 25 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. 26 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 27 RANAWARA TO AKHIWARA KM 2/400 - 3/400 28 SAROLI TO PATELWARA KM 0/0 - 1/700 29 A/R TO SAREDI KM 0/0 - 1/700 30 PHOOTALA TO BHATKI KM 0/0 - 2/100 31 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) 32 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 33 RANAWARA TO AKHIWARA KM 2/400 - 3/400 34 SAROLI TO PATELWARA KM 0/0 - 1/700 35 A/R TO SAREDI KM 0/0 - 1/700 36 PHOOTALA TO BHATKI KM 0/0 - 2/100 37 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) 38 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 39 RANAWARA TO AKHIWARA KM 2/400 - 3/400 40 SAROLI TO PATELWARA KM 0/0 - 1/700 41 A/R TO SAREDI KM 0/0 - 1/700 42 PHOOTALA TO BHATKI KM 0/0 - 2/100 43 Kilo Metre Stone (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) 44 Ordinary Kilometer stone (precast) 45 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 46 RANAWARA TO AKHIWARA KM 2/400 - 3/400 47 SAROLI TO PATELWARA KM 0/0 - 1/700 48 A/R TO SAREDI KM 0/0 - 1/700 49 PHOOTALA TO BHATKI KM 0/0 - 2/100 50 Hectometer stone (precast) 51 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 52 RANAWARA TO AKHIWARA KM 2/400 - 3/400 53 SAROLI TO PATELWARA KM 0/0 - 1/700 54 A/R TO SAREDI KM 0/0 - 1/700 55 PHOOTALA TO BHATKI KM 0/0 - 2/100 56 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807) 57 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 58 RANAWARA TO AKHIWARA KM 2/400 - 3/400 59 SAROLI TO PATELWARA KM 0/0 - 1/700 60 A/R TO SAREDI KM 0/0 - 1/700 61 PHOOTALA TO BHATKI KM 0/0 - 2/100 62 Retro- reflectorised Traffic signs (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 perdrawings and MoRTH Specification Clause 801) 600 mm equilateral triangle 63 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 64 RANAWARA TO AKHIWARA KM 2/400 - 3/400 65 SAROLI TO PATELWARA KM 0/0 - 1/700 66 A/R TO SAREDI KM 0/0 - 1/700 67 PHOOTALA TO BHATKI KM 0/0 - 2/100 68 Direction and Place Identification signs upto 0.9 sqm size board. Retro-reflectorised Traffic Signs (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot 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) 69 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 70 RANAWARA TO AKHIWARA KM 2/400 - 3/400 71 SAROLI TO PATELWARA KM 0/0 - 1/700 72 A/R TO SAREDI KM 0/0 - 1/700 73 PHOOTALA TO BHATKI KM 0/0 - 2/100 74 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. 75 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 76 RANAWARA TO AKHIWARA KM 2/400 - 3/400 77 SAROLI TO PATELWARA KM 0/0 - 1/700 78 A/R TO SAREDI KM 0/0 - 1/700 79 PHOOTALA TO BHATKI KM 0/0 - 2/100 80 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 81 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 82 RANAWARA TO AKHIWARA KM 2/400 - 3/400 83 SAROLI TO PATELWARA KM 0/0 - 1/700 84 A/R TO SAREDI KM 0/0 - 1/700 85 PHOOTALA TO BHATKI KM 0/0 - 2/100 86 Excavation for Structures (Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 87 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 88 RANAWARA TO AKHIWARA KM 2/400 - 3/400 89 SAROLI TO PATELWARA KM 0/0 - 1/700 90 A/R TO SAREDI KM 0/0 - 1/700 91 PHOOTALA TO BHATKI KM 0/0 - 2/100 92 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & MoRTH Specification Clause 2908 93 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 94 RANAWARA TO AKHIWARA KM 2/400 - 3/400 95 SAROLI TO PATELWARA KM 0/0 - 1/700 96 A/R TO SAREDI KM 0/0 - 1/700 97 PHOOTALA TO BHATKI KM 0/0 - 2/100 98 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 15 Nominal mix (1:2.5:5) 99 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 100 RANAWARA TO AKHIWARA KM 2/400 - 3/400 101 SAROLI TO PATELWARA KM 0/0 - 1/700 102 A/R TO SAREDI KM 0/0 - 1/700 103 PHOOTALA TO BHATKI KM 0/0 - 2/100 104 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 105 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 106 RANAWARA TO AKHIWARA KM 2/400 - 3/400 107 SAROLI TO PATELWARA KM 0/0 - 1/700 108 A/R TO SAREDI KM 0/0 - 1/700 109 PHOOTALA TO BHATKI KM 0/0 - 2/100 110 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.) 300 mm dia 111 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 112 RANAWARA TO AKHIWARA KM 2/400 - 3/400 113 SAROLI TO PATELWARA KM 0/0 - 1/700 114 A/R TO SAREDI KM 0/0 - 1/700 115 PHOOTALA TO BHATKI KM 0/0 - 2/100 116 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 117 UPLA THURIYA TO DEVNAL KALAN KM 0/0 - 2/700 118 RANAWARA TO AKHIWARA KM 2/400 - 3/400 119 SAROLI TO PATELWARA KM 0/0 - 1/700 120 A/R TO SAREDI KM 0/0 - 1/700 121 PHOOTALA TO BHATKI KM 0/0 - 2/100
