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| 1 | Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. |
| 2 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 3 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 4 | Total |
| 5 | Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305. |
| 6 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 7 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 8 | Total |
| 9 | 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 |
| 10 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 11 | Total |
| 12 | 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 |
| 13 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 14 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 15 | Total |
| 16 | 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 specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 17 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 18 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 19 | Total |
| 20 | 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. |
| 21 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 22 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 23 | Total |
| 24 | 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 |
| 25 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 26 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 27 | Total |
| 28 | 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 (MoRTH specification : clause 511). Bitumen VG30 grade |
| 29 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 30 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 31 | Total |
| 32 | 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) |
| 33 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 34 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 35 | Total |
| 36 | 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) |
| 37 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 38 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 39 | Total |
| 40 | 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. |
| 41 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 42 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 43 | Total |
| 44 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing |
| 45 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 46 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 47 | Total |
| 48 | 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. |
| 49 | fd'kuiqjk iqfy;k ds ikl 'ke'kku /kkV ds ikl ls lkaxksn iqfy;k dh vksj (chVh jksM) |
| 50 | fd'kuiqjk iqfy;k ls ckjka jksM dh vksj ugj ds lgkjs uxj ikfydk lhek {ks= dh vksj (chVh jksM) |
| 51 | Total Please Enable Macros to View BoQ information |
