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| 1 | Clearing jungle including uprooting trunk vegetation grass,bush wood trees and saplings of girth upto 30cm meassured at a height of 1 mtr. above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. (S.I. No-259) |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) |
| 3 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. |
| 4 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 5 | Providing, laying, spreading and compacting stone aggregates of 45-63.mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405 |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means |
| 7 | Providing and applying Primer coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying prime at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503. |
| 9 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means(I)Bitumen (S-90) |
| 10 | Seal CoatProviding and laying seal coat by Manual Means with VG-10 Grade Bitument sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 11 | Brick edging on both sides of road with M-150 class bricks on edge 3\\" wide and 4-1/2\\" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge |
| 12 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. |
| 13 | Dismanting of existing structrues like culverts, bridges, retaining walls and other structure comprising of masonry, cement Concret, wood work, steel work, including, T&P & scaffolding wherever necessary, sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 |
| 14 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.S.I. No-251 |
| 15 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.S.I. No-255 |
| 16 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 M-10(1:3:6) |
| 17 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702.704, 1202 and 1204 (RCR) |
| 18 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (RCC 1:2:4) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Substructrue complete as per drawing and Technical Specifications Clauses1002,1005, 1010 and 1202 |
| 20 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC 1:2:4) |
| 21 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification clauses 613.3 and 1204 |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Techical Specification Clause 1302. |
| 23 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7 S.I.No Ch-12 (12.9) |
| 24 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Carted soil) |
| 25 | Providing and laying reinforced Cement Concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets Clause 1106. (600 mm dia) |
| 26 | Plaster with cement mortar (1:4) 15mm thick on brick work in subsructrure as per technical specification clauses 613.4 and 1204 |
| 27 | Providing and laying reinforced Cement Concrete Pipe NP-3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets Clause 1106. (1000mm Dia) |
| 28 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Km stone) |
| 29 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Hectometer stone) |
| 30 | Poviding & fixing of retro reflective sign board size 1200x900 mm made of 2mm alloy aluminium sheet and 4 mm thick aluminium composite panel sheet fully covered with high intensity retro reflective sheet with MS angle frame of 35x35x5 mm angle iron aluminium sheet painted with 2 coat smoke grey or sky blue paint leg 75x40 mm channel 3 m long complete (size 1200x900mm) (1.08 sq. Mtr.) |
| 31 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Carted soil) |
| 32 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means |
| 34 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clauser 1501 |
| 35 | Construction of sab grade and earthen shoulders Construction of sab grade and earthen shoulders with approved material obtained from borrow pits with a lift & lead, transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.2 with a lead up to 1000 meter as per technical specification clause 303.1 (Carted) |
| 36 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 1st year (@0.00 % of total work amount S.No.1-25) |
| 37 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 2st year (@0.75 % of total work amount S.No.1-25) |
| 38 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 3st year (@1.5 % of total work amount S.No.1-25) |
| 39 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 4st year (@2.25 % of total work amount S.No.1-25) |
| 40 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 5st year (@3 % of total work amount S.No.1-25) |
| 41 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 1st year (@0.00 % of total work amount S.No.1-25) |
| 42 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 2st year (@0.25 % of total work amount S.No.1-25) |
| 43 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 3st year (@0.50 % of total work amount S.No.1-25) |
| 44 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 4st year (@0.75 % of total work amount S.No.1-25) |
| 45 | Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 5st year (@1 % of total work amount S.No.1-25) Please Enable Macros to View BoQ information |
