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| 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 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 3 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 4 | dqy |
| 5 | Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 |
| 6 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 7 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 8 | dqy |
| 9 | Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly, EarthMaterial including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 5 km |
| 10 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 11 | dqy |
| 12 | Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift |
| 13 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 14 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 15 | dqy |
| 16 | Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift |
| 17 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 18 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 19 | dqy |
| 20 | Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III |
| 21 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 22 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 23 | dqy |
| 24 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 25 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 26 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 27 | dqy |
| 28 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. |
| 29 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 30 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 31 | dqy |
| 32 | Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.4% bitumen VG30 grade |
| 33 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 34 | dqy |
| 35 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade |
| 36 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 37 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 38 | dqy |
| 39 | Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTHspecification : clause 511).Bitumen VG30 grade |
| 40 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 41 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 42 | dqy |
| 43 | Dry lean cement concrete sub - base.Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing. |
| 44 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 45 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 46 | dqy |
| 47 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 48 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 49 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 50 | dqy |
| 51 | Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic 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 MoRD specification. |
| 52 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 53 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 54 | dqy |
| 55 | Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel. |
| 56 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 57 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 58 | dqy |
| 59 | Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801. |
| 60 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 61 | dqy |
| 62 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) |
| 63 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 64 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 65 | dqy |
| 66 | Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast) |
| 67 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 68 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 69 | dqy |
| 70 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 71 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 72 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 73 | dqy |
| 74 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia |
| 75 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 76 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 77 | dqy |
| 78 | Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m |
| 79 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 80 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 81 | dqy |
| 82 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C.M-15 grade |
| 83 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 84 | dqy |
| 85 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C.M-20 grade By using concrete mixer |
| 86 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 87 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 88 | dqy |
| 89 | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement |
| 90 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 91 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 92 | dqy |
| 93 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia |
| 94 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 95 | dqy |
| 96 | Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 97 | lM+d fuekZ.k dk;Z v.?kksjk ls yksukck lM+d rdA |
| 98 | dqy |
| 99 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle |
| 100 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 101 | dqy |
| 102 | Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade |
| 103 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 104 | dqy |
| 105 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 600 mm dia |
| 106 | lM+d fuekZ.k dk;Z ek[khnk LVsV gkbZos ls cxyh dh vksj ¼feflax fyad½ |
| 107 | dqy |
