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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and all other vegetation. The clearing and grubbing operation shall be inclusive of all lead and lift, stacking of unserviceable materials, labour, machinery, material, T&P and in accordance to instructions of Engineer in Charge and as per Clause 201 of MORTH technical specifications. |
| 2 | Excavation in all types of soil including marshy soil at embankments and also excavation of existing shoulders to designated width and depth with disposal inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings with the approval by Engineer in Charge, and as per Clause 301 of MORTH technical specifications. |
| 3 | Construction of Granular Sub Base (GSB) by proving well graded material by having CBR >30 as per drawings and confirming to Grading - I (Table 400-1 & Table 400-2) of MORTH technical specifications. Spread in uniform layers with motor grader, mixing by mix in place methodor plant mix method, compacted with vibratory roller to achieve desired density, inclusiveall leads and lifts, labour, machinery, material, T&P, complete as per clause 401 of MORTH technical specification and approved by Engineer in Charge. |
| 4 | Constructing Wet Mix Macadam (WMM) as per clause of section 406 of MORTH specifications, inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings approved by Engineer in Charge. Providing, laying, spreading and compacting graded stone aggregate to WMM specification including premixing the material with water, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. The construction of WMM shall be inclusive of all leads and lifts, labour, machinery, material, T&P,as per drawing approved by Engineer in Charge, Table No. 400-12, 400-13 of MORTH technical specifications and as per section 406 of MORTH technical specifications. |
| 5 | Construction of Hard Shoulders (CBR Value >12) and excavation inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings, thickness as per typical cross sections provided in the drawing and approved by Engineer in Charge, and compacting to meet requirement as per Clause 408 of MORTH technical specifications. |
| 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of Granular base and spraying primer at the rate of 0.75 kg/sqm inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings approved by Engineer in Charge and as per Clause 502 of MORTH specifications and as per standards of IRC 16-2008. |
| 7 | Providing and applying tack coat at the rate of 0.3 kg/sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings approved by Engineer in Charge and as per Clause 503 of MORTH technical specifications and as per standards of IRC 16-2008. |
| 8 | Providing Dense Bituminous Macadam course (DBM) using Drum Mix Plant of appropriate capacity for Grading II (19 mm nominal size) Bitumen Content bitumen 60/70 (VG 30)with a bitumen content of 4.5% of total weight of the mix to achieve desired compaction, inclusive of all lead and lift, labour, machinery, material, T&P and complete as per drawings approved by Engineer in Charge and as per Clause 507 of MORTH technical specifications. |
| 9 | Providing Bituminous Concrete (BC) wearing course complete for Grading-II (30-45 mm thickness) with 60/70 bitumen (VG-30) premixed with bituminous binder @ 5.4 to 5.6% by weight of total mix to achieve desired compaction inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings with the approval by Engineer in Charge and as per technical specification clause 507 of MORTH specifications. |
| 10 | Construction of Cast in Situ Cement Concrete (M20 Grade) Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15grade 150 mm thick, or with kerb laying machine, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, using concrete mixture inclusive of all lead and lift, labour, machinery, material, T&P complete as per drawings and approval of Engineer in Charge, and as per Clause 409 of MORTH Specifications) |
| 11 | Construction of footpath/ separator by providing a 150 mm compacted granular sub base as per clause 410 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. |
| 12 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre |
| 13 | Excavation for StructureEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 of MoRTH specifications.Ordinary soil ( including back filling with approved material) (i) Depth upto 3 m |
| 14 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with PCC Grade M 15. |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M 20 |
| 16 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surfaceafter abutment, return wall and wing wall to the full height compacted to a firm condition complete as perdrawing and technical specification. |
| 17 | Providing and applying (Cleaning of Bituminous surface) thermoplastic compound of 2.5 mm thickness including drop down reflectorizing, glass beads @ 250 gms per sqm area thickness of 2.5 mm exclusive of surface applied glass beeds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of MORTH technical specifications and inclusive of all lead and lift, labour, machinery, material, T&P, as per drawings and approved by Engineer in Charge. |
| 18 | Fabrication, supply and installation of ground mounted retro-reflectorised sign board made of high intensity Micro-Prismatic Grade Sheeting (Type IV) in accordance with IRC: 67:2012 and Clause 801 of MORTH technical specifications, including mounting on MS support post, primed and painted with protective paint, complete with foundation (M20 grade) as per drawing and Clause 408, section 1500, 1700 and 400 of MORTH technical specifications. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. The contractor shall submit, a certified copy ofoutdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 and Clause 801 of MORTH technical specifications to the Engineer in Charge. The size of signs shall be determined as per Table 11.1 and Fig 16.06 - Place Identification Signs of IRC 67-2012 and as per approved drawings. |
| 19 | Fabrication, supply and installation of ground mounted retro-reflectorised cautionary, mandatory and informatory sign board made of high intensity Micro-Prismatic Grade Sheeting (Type XI) as per IRC 67-2012 and Clause 801 of MORTH technical specifications, including mounting on primed and painted MS sign post complete with foundation (M20 grade) as per drawing. All components shall be inclusive of all lead and lifts, labour, machinery, material, T&P. The contractor shall submit warranty certificate for Retro Reflective Sheeting as per clause 6.9 of IRC: 67:2012 & a certified copy of outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 to the Engineer in Charge. |
| 20 | 90 cm equilateral triangle |
| 21 | 60 cm equilateral triangle |
| 22 | 60 cm circular |
| 23 | 80 x 60 cm Rectangular |
| 24 | 90 cm high octagon |
| 25 | Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and complying to specifications of Section-5 of IRC:35-2015 and Clause 804 of MORT&H andapproved drawings, including all lift, lead, labour, machinery, material, T&P. |
| 26 | Supplying & fixing jumbo bollard sign L-type made out of 1.5 mm thick C.R.C. sheet height 155cms. Bottom diameter 30cms. Top diameter 18cms. Installtion to be done as per attached drawing, pretreated with phosphating process painted with epoxy coating, Reflectorised with sheetings specified by MoRTH latest specification. |
| 27 | Speed HumpProviding and constructing traffic calming measures as per drawing and MORTH technical specifications, approved by Engineer in Charge, inclusive of all lead and lift, labour, machinery, material, T&P. |
| 28 | Supply, installation, testing and commissioning of solar LED blinkers on MS pole and installed on cement concrete (M20 Grade) pedestal casing complete with solar panel, solar battery with charger, control panel in weather proof pole box, as per drawing and Clause 815.10 of MORTH technical specifications, approved by Engineer in Charge,and shall be inclusive ofall lead and lift, labour, machinery, material, T&P. |
| 29 | Shifting of Gantry Board on Minor Road (Lump Sum) |
| 30 | Existing Bus Stop Relocation (Lump Sum) |
| 31 | Utility Relocation |
