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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MoRT&H clause 401(b). |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, 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. as per MoRT&H Specification 406. |
| 4 | Providing, laying and spreadingof graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. |
| 5 | Providing and applying tack coat with bitumen VG-10 using Bitumen Pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 6 | Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver,pread, 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 as approved, curing compound, finishing to lines and grades as per drawing (Not less then M40) |
| 8 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour.(Carted Earth) |
| 9 | Construction of embankment with approved material disposed at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 |
| 10 | Earth 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 and backfilling with approved material. |
| 11 | Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.(coarse sand not less than in 2.36 FM) as per SI.No.-4.1.6, |
| 12 | Reinforced cement concrete M 20 in sub-structure complete as per drawing and Technical Specifications as per drawing and Technical Specification MORTH SI NO-13.05,1500,1700,2200 |
| 13 | Plain Cement Concrete Grade M-15 in Open Foundation complete as per Drawing and Technical Specifications.MORTH SI NO-12.8-1500,1700,2100 |
| 14 | Plain Cement Concrete Grade M-20 in sub-structure complete as per drawing and Technical Specifications as per Drawing and Technical Specifications.MORTH SI NO-13.5-1500,1700,2200 |
| 15 | Reinforced Cement Concrete Grade M-25 in sub-structure complete as per drawing and Technical Specifications MORTH SI NO.-13.5,1500,1700,2200 |
| 16 | Furnishing and Placing Reinforced Cement Concrete Grade M-25 in super-structure as per drawing and Technical Specification MORTH SI NO-14.01,1500,1700,2100 |
| 17 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 18 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications MORTH SI NO-13.8,2706,2200 |
| 19 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. MORTH SI NO-14.17 |
| 20 | Drainage spouts as per drawing & Technical Specification, as per MORT&H specification 2705 MORTH SI NO.-14.9,2705 |
| 21 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. MORTH SI NO.-13.9,2200 |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. MORTH SI N0.-13.1,2504.2 |
| 23 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. MORTH SI NO.-15.1,2503 |
| 24 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concert bedding.MORTH SI NO.-15.80,2505 |
| 25 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres As per Clause 202 As per Clause 202,MORTH SI NO.-2.4,202 |
| 26 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of reinforced cement concrete grade M-20 & above work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres As per Clause 202, MORTH SI NO.-12.04,202 |
| 27 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per MORT&H Specification Section 13.1,1300&2200 |
| 28 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications MORTH SI NO.-13.2,1300,2200 |
| 29 | Furnishing and Placing Reinforced cement concrete M 20 in super-structure as per drawing and Technical Specification MORTH SI NO.-14.01,14.1(A),1500,1700,2100 |
| 30 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete as per Drawing and Technical Specifications. MORTH SI NO.-14.2,1600 |
| 31 | MaintenanceCharge including @ Earth Work, repair of painted surface,(Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment. |
| 32 | Maintenanceof First Year (@ 0.00% of Total Work Amount of 1 to 30) |
| 33 | Maintenanceof Second Year (@0.25% of Total Work Amount of 1 to 30) |
| 34 | Maintenanceof Third Year (@0.50% of Total Work Amount of 1 to 30) |
| 35 | Maintenanceof Fourth Year (@0.75% of Total Work Amount of 1 to 30) |
| 36 | Maintenanceof Fifth Year (@1% of Total Work Amount of 1 to 30) |
| 37 | Note -1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment 3- Maintenance (SL No 30) will be calculated on value of actual work done. |
