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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 As per MoRTH Spc. 301 |
| 2 | 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 to meet requirement As per MoRTH Specification-305 |
| 3 | 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 to meet requirement As per MoRTH Specification-305. Carted Earth |
| 4 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in- Charge with in a distance of 60 metres (200 ft.) As per Chapter No.-15 SCH. PWD. 692 |
| 5 | Retaining Wall-Excavation for Structures (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) . Ordinary soil A Manual Means (i) upto 3m depth |
| 6 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone. aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrationincluding curing for 14 days. |
| 7 | Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1 SOR Chapter-6 |
| 8 | ProvidingWeapholes in brick masonry / stone masonry, plain / Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7 |
| 9 | Widening of RCC CulvertEarth work 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, backfilling the excavation earth to the extent required and utilising th remaing earth locally for road work .Mechanical means (depth upto 3 m) |
| 10 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As perSpe. |
| 11 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per Spe. |
| 12 | Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 14 | Construction of granular sub-baseby providing coarse graded 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 power roller to achieve the desired density, complete as per MoRTH clause 401 |
| 15 | Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam 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. complete as per MoRTH clause 406 |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, with 1 % OPC cement & 3.5 % emulsion 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 MoRTH clause 406 |
| 17 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH Specification-503 for D.B.M. |
| 18 | Providing and laying dense graded bituminous macadam 50 mm Thickwith higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total 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. 505 complete in all respects. |
| 19 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared Primed surface/bitumen surface cleaned with mechanical broom. As per MoRTH 503 for B.C. |
| 20 | Providing and laying bituminous concrete 30 mm thick withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 |
| 21 | Construction of earthen shoulder both side of Road 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. |
| 22 | 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 required slope and compacting to meet requirement of Table No. 300-2. Carted Earth |
| 23 | Construction of Hume Pipe culverts Earth workin excuavation in foundation trenches or drains (not exccding 1.5 m. in width or 10sqm.on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 30m. |
| 24 | Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 6:3:1 in foundation and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 25 | Providing and laying 40 mm gauge brick ballast below pipe and in sides. As per PWD specification and direction of Engineer-in-charge. |
| 26 | Supply of 600 mm dia NP3 pipe.As per PWD specification and direction of Engineer-in-charge. |
| 27 | Supply of 1000 mm dia NP3 pipe.As per PWD specification and direction of Engineer-in-charge. |
| 28 | Laying & fixing of 600 mm dia NP-3 pipe with collers.As per PWD specification and direction of Engineer-in-charge. |
| 29 | Laying & fixing of 1000 mm dia NP-3 pipe with collers.As per PWD specification and direction of Engineer-in-charge. |
| 30 | Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand)As per PWD specification and direction of Engineer-in-charge. |
| 31 | Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand)As per PWD specification and direction of Engineer-in-charge. |
| 32 | 12mm cement plaster in 1;4 cement & coarse sand mortar. As per PWD specification and direction of Engineer-in-charge. |
| 33 | Supply and fixing of kilometer / hectometer stonelettering and painting including cost of all material, labour, T&P etc. |
| 34 | Road Safety Work-Providing and laying of hot appiled 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 streak and holes. |
| 35 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 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. (Chapter-24 SI No.-3 MoRTH-803 (8.13)-Base Bar Marking |
| 36 | Supply and Fixing of retroreflective high intensity informatory sign board /cautionary sign board etc. on each side of abadi,Petrol Pump and Police Thana. As per MORTH specification clause No. 801(8.4) PWD Chapter-24 S.I. No-18 |
| 37 | 90 cm equilateral triangle with diffinitation plate size (20 cm X 60 cm) (I) |
| 38 | 90 cm High octagon(VII) |
| 39 | 6M Span over head Cantilever Structure with 300 dia MS one vertical postSupply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M belght made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fading to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure Including Earth work In excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC-M25 grade concrete Including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, Inclusive of all taxes etc: all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. As per MORTH specification clause No. 810 PWD Chapter-24 S.I. No-4 |
| 40 | Supply and fixing of reflective Sheet on cantilever board including cost of all material, labour, T&P etc . (1x2x6.71x1.83=24.56 Sqm) |
| 41 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition duringthe entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 1st Year maintenance cost @ 0.00% of Tendered cost of Constructionas per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 42 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition duringthe entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 2nd Year maintenance cost @ 0.25% of Tendered cost of Constructionas per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 43 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition duringthe entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 3rd Year maintenance cost @ 0.50% of Tendered cost of Constructionas per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 44 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition duringthe entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 4th Year maintenance cost @ 0.75% of Tendered cost of Constructionas per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
| 45 | The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition duringthe entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 5th Year maintenance cost @ 1.00% of Tendered cost of Constructionas per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024 |
