Tender For Construction Work Of Various Non Patchable / Missing Link Roads Under Package No. Rj-33/10Cr./Np/Ml/25-26/Kh/02 - 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 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 3 RETADA TO GADUNIYA KM 0/0 - 3/080 4 KHARADIWARA TO KATAR KM 0/0 - 1/500 5 Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m: Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 6 KHARADIWARA TO KATAR KM 0/0 - 1/500 7 Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m: Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 8 KHARADIWARA TO KATAR KM 0/0 - 1/500 9 Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5 10 KHARADIWARA TO KATAR KM 0/0 - 1/500 11 Construction of 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 12 KHARADIWARA TO KATAR KM 0/0 - 1/500 13 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 14 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 15 RETADA TO GADUNIYA KM 0/0 - 3/080 16 KHARADIWARA TO KATAR KM 0/0 - 1/500 17 Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading II Material 18 KHARADIWARA TO KATAR KM 0/0 - 1/500 19 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. 20 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 21 RETADA TO GADUNIYA KM 0/0 - 3/080 22 KHARADIWARA TO KATAR KM 0/0 - 1/500 23 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 24 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 25 RETADA TO GADUNIYA KM 0/0 - 3/080 26 KHARADIWARA TO KATAR KM 0/0 - 1/500 27 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. 28 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 29 RETADA TO GADUNIYA KM 0/0 - 3/080 30 KHARADIWARA TO KATAR KM 0/0 - 1/500 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 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 33 RETADA TO GADUNIYA KM 0/0 - 3/080 34 KHARADIWARA TO KATAR KM 0/0 - 1/500 35 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) 36 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 37 RETADA TO GADUNIYA KM 0/0 - 3/080 38 KHARADIWARA TO KATAR KM 0/0 - 1/500 39 Cement Concrete Pavement (Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous 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 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 Fixed Form Paver 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). 40 KHARADIWARA TO KATAR KM 0/0 - 1/500 41 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) 42 Ordinary Kilometer stone (precast) 43 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 44 RETADA TO GADUNIYA KM 0/0 - 3/080 45 KHARADIWARA TO KATAR KM 0/0 - 1/500 46 Hectometer stone (precast) 47 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 48 RETADA TO GADUNIYA KM 0/0 - 3/080 49 KHARADIWARA TO KATAR KM 0/0 - 1/500 50 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) 51 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 52 RETADA TO GADUNIYA KM 0/0 - 3/080 53 KHARADIWARA TO KATAR KM 0/0 - 1/500 54 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 55 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 56 RETADA TO GADUNIYA KM 0/0 - 3/080 57 KHARADIWARA TO KATAR KM 0/0 - 1/500 58 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) 59 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 60 RETADA TO GADUNIYA KM 0/0 - 3/080 61 KHARADIWARA TO KATAR KM 0/0 - 1/500 62 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. 63 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 64 RETADA TO GADUNIYA KM 0/0 - 3/080 65 KHARADIWARA TO KATAR KM 0/0 - 1/500 66 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. 67 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 68 RETADA TO GADUNIYA KM 0/0 - 3/080 69 KHARADIWARA TO KATAR KM 0/0 - 1/500 70 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. 71 KHARADIWARA TO KATAR KM 0/0 - 1/500 72 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.) 73 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 74 RETADA TO GADUNIYA KM 0/0 - 3/080 75 KHARADIWARA TO KATAR KM 0/0 - 1/500 76 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 77 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 78 RETADA TO GADUNIYA KM 0/0 - 3/080 79 KHARADIWARA TO KATAR KM 0/0 - 1/500 80 Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and MoRTH specification Clasue 2908 Random Rubble Masonry In 1:4 cement mortar 81 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 82 RETADA TO GADUNIYA KM 0/0 - 3/080 83 Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313; 50 mm thick 84 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 85 RETADA TO GADUNIYA KM 0/0 - 3/080 86 Pointing with Cement Mortar (1:3) on brickwork as per MoRTH specification Clause 1312.3 87 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 88 RETADA TO GADUNIYA KM 0/0 - 3/080 89 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) 90 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 91 RETADA TO GADUNIYA KM 0/0 - 3/080 92 KHARADIWARA TO KATAR KM 0/0 - 1/500 93 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 94 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 95 RETADA TO GADUNIYA KM 0/0 - 3/080 96 KHARADIWARA TO KATAR KM 0/0 - 1/500 97 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.) 1000 mm dia 98 KHARADIWARA TO KATAR KM 0/0 - 1/500 99 Providing and Laying Reinforced Cement Concrete Pipe NP3as per Design in Double Row (Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905.) 1000 mm dia 100 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 101 RETADA TO GADUNIYA KM 0/0 - 3/080 102 KHARADIWARA TO KATAR KM 0/0 - 1/500 103 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 104 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 105 RETADA TO GADUNIYA KM 0/0 - 3/080 106 KHARADIWARA TO KATAR KM 0/0 - 1/500 107 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 108 PATIYA TO DEMAT VR 1 TO GUDA KM 0/0 - 3/000 109 RETADA TO GADUNIYA KM 0/0 - 3/080 110 KHARADIWARA TO KATAR KM 0/0 - 1/500
