Tender For Rj-29-13/Np/Ftr/Rmg/2025-26 - 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 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 3 Excavation in SoilwithDozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 4 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 5 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 305.3Note :- Deduct if excavated earth as per item No. 3.5(ii) is used and pushedfor filling in embankment. 6 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 7 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 MeansBituminous Courses& Granular courses 8 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 9 Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m,stacking serviceable and unserviceable materials separately 10 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 11 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 2 Material 12 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 13 Water Bound Macadam Sub-base/base with Stone ScreeningWbm Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404..using Crusher borken aggregate By Mechanical Means 14 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 15 Water Bound Macadam Sub-base/base with Stone ScreeningWbm Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause404 .using Crusher borken aggregate By Mechanical Means 16 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 17 Prime CoatProviding 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 18 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 19 Tack CoatProviding 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. 20 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 21 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) 22 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 23 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) 24 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 25 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) 26 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 27 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). 28 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 29 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 30 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 31 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 M10:Nominal mix 1:3:6 32 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 33 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble masonary: in cementmortar 1:4 34 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 35 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 36 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 37 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 :50 mm thick 38 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 39 Kilometre 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 801Ordinary Kilometer Stone (Precast) 40 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 41 200 m stone (precast) 42 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 43 Traffic Signs Retro-reflectorised Traffic SignsProviding 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 801 900 mm equilateral triangle 44 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 45 Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic SignsProviding 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 RCC Post 100 mm x 100 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,upto 0.9 sqm size board 46 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 47 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. 48 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 49 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. 50 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 51 P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side 52 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0 53 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. 54 Rehabilitation of Non Patchable road A/R Garinda to Athwas- Sawaroopsar - Disnau km. 0/0 to 9/0
