Tender For Permanent Restoration of road work - 1 Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle 2 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 3 A/R to Jaitpur Km 1/200 4 Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses 5 A/R to Jaitpur Km 1/200 6 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 1000 m, stacking serviceable and unserviceable materials separately 7 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 8 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 9 A/R to Nandpura (Bhai ka Nala) Km 2/300 10 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. (Grade III ) 11 A/R to Nandpura (Bhai ka Nala) Km 2/300 12 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 13 A/R to Jaitpur Km 1/200 14 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. 15 A/R to Nandpura (Bhai ka Nala) Km 2/300 16 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 17 A/R to Jaitpur Km 1/200 18 Extra rate for carriage of mixed material additional lead from in item 4.6. 2nd Km. to 10th Km 19 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 20 A/R to Jaitpur Km 1/200 21 Extra rate for carriage of mixed material additional lead from in item 4.6. 11th Km. to 20th Km 22 A/R to Nandpura (Bhai ka Nala) Km 2/300 23 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. 24 A/R to Nandpura (Bhai ka Nala) Km 2/300 25 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 26 A/R to Jaitpur Km 1/200 27 Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, 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 needle, screed and plate vibrators 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 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 29 A/R to Jaitpur Km 1/200 30 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). 31 A/R to Nandpura (Bhai ka Nala) Km 2/300 32 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 33 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 34 A/R to Jaitpur Km 1/200 35 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 36 A/R to Nandpura (Bhai ka Nala) Km 2/300 37 Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metreDepth upto 3 metre 38 A/R to Nandpura (Bhai ka Nala) Km 2/300 39 A/R to Jaitpur Km 1/200 40 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 soilupto3 mtr. depth 41 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 42 A/R to Jaitpur Km 1/200 43 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 2.00 M x 2.00 M 44 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 45 The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged FE 415/500D HYSD Steel reinforcement 46 A/R to Nandpura (Bhai ka Nala) Km 2/300 47 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 48 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700.M 30 grade solid slab superstructure 49 A/R to Nandpura (Bhai ka Nala) Km 2/300 50 The structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged FE 415/500 D HYSD Steel reinforcement 51 A/R to Nandpura (Bhai ka Nala) Km 2/300 52 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104R.C.C grade M 20 53 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 54 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 55 A/R to Nandpura (Bhai ka Nala) Km 2/300 56 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2 57 A/R to Nandpura (Bhai ka Nala) Km 2/300 58 Filler JointProviding and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604 59 A/R to Nandpura (Bhai ka Nala) Km 2/300 60 Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 61 A/R to Nandpura (Bhai ka Nala) Km 2/300 62 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and MoRTH specifications Clauses 1700, 1500 and 2703.3 63 A/R to Nandpura (Bhai ka Nala) Km 2/300 64 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 65 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 66 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 67 A/R to Jaitpur Km 1/200 68 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 69 A/R to Jaitpur Km 1/200 70 Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65) 71 A/R to Jaitpur Km 1/200 72 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 73 A/R to Jaitpur Km 1/200 74 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble MasonryIn 1:4 cement mortar 75 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 76 A/R to Jaitpur Km 1/200 77 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 2206.675 mm thick 78 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 79 A/R to Jaitpur Km 1/200 80 Pointing with cement mortar (1:3) on brickwork in parapet as per MoRTH specifications Clauses 1312.3 81 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 82 A/R to Jaitpur Km 1/200 83 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 84 A/R to Nandpura (Bhai ka Nala) Km 2/300 85 Gangapur SWM road to Amargarh upto Khudsya Km 3/900 86 A/R to Jaitpur Km 1/200 87 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M20 88 A/R to Nandpura (Bhai ka Nala) Km 2/300 89 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M25 90 A/R to Nandpura (Bhai ka Nala) Km 2/300 91 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork 92 A/R to Nandpura (Bhai ka Nala) Km 2/300 93 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704Nominal mix (1:2.5:5) 94 A/R to Nandpura (Bhai ka Nala) Km 2/300
