Skip to main content

Haryana SOR 2021

Road Works rates

112 road works items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.

Road Works rates in the Haryana Haryana Schedule of Rates 2021 run from ₹2.00 to ₹1,08,202.00. Transcribed from Haryana PWD (B&R) — Haryana Schedule of Rates 2021, issued with the approval of the Direction Committee of Chief Engineers, 31 March 2021. Reference only — verify against the official source before pricing a bid.

Download the full schedule (Excel)All 28 chapters

112 items — scroll the table to browse

DescriptionUnit
17.1Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, as per technical dause 201 of MORT&H specifications. By Manual Means Clearing and Grubbing Road LandHectare24,577.00
17.2.1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specificationsIn area of lightjungle (By Manual Means)Hectare73,951.00
17.2.2Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specificationsIn area of thorny jungle (By Manual Means)Hectare1,08,202.00
17.2.3Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specificationsIn area of lightj ungle (By Mechanical Means)Hectare36,271.00
17.2.4Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specificationsIn area of thomy jungle (By Mechanical Means)Hectare44,181.00
17.3Dismantling of flexible pavement by Mechanical Means Bituminous courseCum236.00
17.4Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specificationsSqm7.00
17.5.1Compacting Original GroundCompacting original ground below road crust Loosening of the ground up to a level of 500 mm below the road crust, watered, graded and compacted at OMC in layers to meet requirement of table 300-2 for embankment construction as per technical clause 305 of MORT&H specificationsCum59.00
17.5.2Compacting Original GroundCompacting original ground below embankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specificationsCum24.00
17.5.3Compacting Original GroundCompaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers)Sqm16.00
17.6Construction of Embankment with Material obtained from Borrow pits Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications Note:- Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth will not be required. The position is required to be clearly stated in the cost estimateCum206.00
17.7Construction of Embankment with Material Deposited from Roadway Cutting or Excavation Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications Note: In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment shall be deleted as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be providedCum123.00
17.8.1Extra for laying earth/fly ash as per specifications in 20 cm layers and dressing but excluding the cost of rollingCum54.00
17.8.2Extra for watering the earth/fly ash laid in 20 cm layers as per specificationsCum30.00
17.8.3Extra for rolling to specificationsCum30.00
17.9.1Excavation for Roadway in Soil by Manual MeansExcavation for roadway in soil using manual means including carrying of cut earth to embankment site with all lifts and lead up to 50 m, as per technical clause 301 of MORT&H specifications Note:- In case there is a situation where the cross-section is of cut and fill and cut earthCum184.00
17.9.2Excavation for Roadway in Soil by Manual MeansExcavation For Roadway in Ordinary Rock by Manual Means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads up to 1000 metres as per technical clause 301 of MORT&H specifications Note:- In case there is a situation where the cross-section is of cut and fill and cut earth is required to be used in embankment in the immediate vicinity, the item of carriage in the truck shall be omittedCum314.00
17.10.1Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metresExcavation for roadwork in soil by mechanical means 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 up to 1000m as per technical clause 301 of MORT&H specifications 17.10 Excavation for Roadway in Ordinary Rock by Mechanical means and Tippers with Disposal up to 1000 metresCum97.00
17.10.2Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metresExcavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 17.10 Excavation in Hard Rock (requiring blasting) with disposal up to 1000 metresCum123.00
17.10.3Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metresExcavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads up to 1000 metres 17.10 Excavation in Hard Rock (controlled blasting) with disposal up to 1000 metres 17. 10.4 Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads up to 1000 metresCum166.00
17.11Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical clause 308 of MORT&H specificationsSqm39.00
17.12Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per technical clause 308 of MORT&H specificationsSqm142.00
17.13Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specificationsCum1,225.00
17.14.1Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specificationsGrading I materialCum1,319.00
17.14.2Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specificationsGrading II materialCum1,329.00
17.14.3Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specificationsGrading Ill materialCum1,340.00
17.15.1Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specificationsGrading I materialCum1,020.00
17.15.2Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specificationsGrading II materialCum1,169.00
17.15.3Granular Sub-Base with Coarse Graded Material - Grading-I or II or Ill (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specificationsGrading Ill material Note:- Any one of the grading for material may be adopted as per designCum1,169.00
17.16.2Lime Stabilisation for Improving Sub-grade Providing, Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spreading soil in place with Rotavator with 3 per cent slaked lime having minimum content of 70 per cent of Cao with motor grader and compacting with the road roller at OMC to achieve a desired dry density to form a layer of improved sub grade as per technical clause 402 of MORT&T specifications. 17. 16.1 By Mechanical Means Note:- Though vibratory roller is required only for 3 hours as per norms, but the same has to be available at site for 6 hours as other machines for spreading and mixing will take 6 hours. The usage rates of roller have been multiplied with a factor of 0.65By Manual MeansCum411.00
17.17Lime Treated Soil for Sub- Base Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with Rotavator with 3 per cent slaked lime with minimum content of 70 per cent of Cao, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base as per technical clause 402 of MORT&H specificationsCum465.00
17.18Cement Treated Soil Sub Basel Base Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with Rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub­ base/base as per technical clause 403 of MORT&H specificationsCum710.00
17.19.1Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with Rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub­ base/base as per technical clause 403 of MORT&H specificationsFor Sub-Base courseCum1,720.00
17.19.2Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with Rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub­ base/base as per technical clause 403 of MORT&H specificationsFor Base course Note:- Quantities of aggregates provided under 'c' above are uncompacted quantitiesCum1,752.00
17.20.1Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 45 degree to the centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per technical clause 404 of MORT&H specifications25mm deep furrow cuttingSqm5.00
17.20.2Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 45 degree to the centre line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per technical clause 404 of MORT&H specifications50mm deep furrow cuttingSqm10.00
17.21Inverted Choke Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller complete as per technical clause 404 of MORT&H specificationsCum1,125.00
17.22.1Water Bound Macadam Gr IWater Bound Macadam Grading (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsCum1,162.00
17.22.2Water Bound Macadam Gr IWater Bound Macadam Grading I with screening Type 'A' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsCum1,372.00
17.22.3Water Bound Macadam Gr IWater Bound Macadam Grading I with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications Grading-I Without screenings using Screening Type-A (13.2 mm aggregates)Cum1,395.00
17.23.1Water Bound Macadam Grading -IIWater Bound Macadam Grading II (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsCum1,162.00
17.23.2Water Bound Macadam Grading -IIWater Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsCum1,286.00
17.23.3Water Bound Macadam Grading -IIWater Bound Macadam - II with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specificationsCum1,390.00
17.24Wet Mix Macadam 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, 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 technical clause 406 of MORT&H specificationsCum1,315.00
17.25Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specificationsSqm42.00
17.26.1Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specificationsSqm14.00
17.26.2Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specificationsSqm18.00
17.26.3Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 1.0 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specificationsSqm53.00
17.27.4Bituminous Macadam with batch type HMPGrading II (19 mm Nominal size), for thickness 50-75 mm, Bitumen @ 3.4 % (continuous HMP type) Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG -30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) Nota: -*1. Although the rollers are required only for 3 hours as per norms of output, but the same have to be available at site for six hours as the hot mix plant and paver will take six hours for mixing and paving the output of 450 tonnes considered in this analysis. To cater for the idle period of these rollers, their usage rates have been muttiplied by a factor of0.65. 2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will depend upon job mix formula. 3. Labour for traffic control, watch and ward and other miscellaneous duties at site including sundries have been included in administrative overheads of the contractor. 4. In case BM is laid over freshly laid tack coat, provision of Mechanical broom and 2 mazdoors for the same shall be deleted as the same has been included in the cost of lack coatCum5,793.00
17.28Bituminous Penetration Macadam Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction as per technical clause 505 of MORT&H specifications 17. 28.1 50m m thick 17. 28.2 75m m thick Note:-2 tippers and 2 roUers will be needed to match the capacity of chip spreader and front end loaderSqm326.00
17.29Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75mm Nota: - 2 tippers will be needed to match the capacity of hydraulic chip spreader and front end loaderSqm261.00
17.30.1Dense Graded Bituminous Macadam with Batch Type HMPDense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by 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 complete, as per technical clause No. 505 of MORT&H specificationsCum6,868.00
17.30.2Dense Graded Bituminous Macadam with Batch Type HMPDense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by 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 complete, as per technical clause No. 505 of MORT&H specificationsCum7,456.00
17.31.1Bituminous Concrete with Batch type HMPBituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2% per cent 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 complete in all respects as per technical clause 507 of MORT&H specifications as per MORTH specificationCum8,688.00
17.31.2Bituminous Concrete with Batch type HMPBituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent 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 complete as per technical clause 507 of per MORTH specificationsCum8,928.00
17.32.1Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications19 mm nominal chipping size, with bitumenSqm80.00
17.32.2Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications19 mm nominal chipping size, with Bituminous emulsion Note:- 1.Where the proposed aggregate fails to pass the stripping test, an approved adhesion agent may be added to tt,e binder as per clause 510.2.4. Altematively, chips may be pre-coated as per clause 510.2.5 2.lnput for the second coat, where required, will be tt,e same as per tt,e 1st coat mentioned aboveSqm101.00
17.33.1Open - Graded Premix Surfacing 20 mm U,icknessProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specificationsSqm113.00
17.33.2Open - Graded Premix Surfacing 20 mm U,icknessProviding, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specificationsSqm114.00
17.34.1Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type A) with VG-30Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type A composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 2.2 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specificationsSqm152.00
17.34.2Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type A) with VG-30Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type A composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 2.2 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specificationsSqm150.00
17.35Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type B) with VG-30 17. 35.1 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type B composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 1.9 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specificationsSqm137.00
17.35.2Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type B composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.9 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specifications. 17. 36 Seal CoatSqm135.00
17.36.1Seal Coat Type A with VG -10 Providing and laying seal coat Type A (liquid Seal Coat) sealing the voids in a bituminous surface using crushed stone aggregates and penetration grade bitumen VG- 1O @ 0.98 kg/sqm laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specificationsSqm62.00
17.36.2Seal Coat Type A with VG -30 Providing and laying seal coat Type A (liquid Seal Coat) sealing the voids in a bituminous surface using crushed stone aggregates and penetration grade bitumen VG- 30 @ 0.98 kg/sqm laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specificationsSqm61.00
17.36.3Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specificationsSqm44.00
17.36.4Type B with VG - 30 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. Note:- Since seal coat is required to be provided over the premix carpet on the same day, out of the 6 working hours of the HMP, 4.00 hours are proposed to be utilised for the premix carpet and the balance 2.00 hours for the seal coat. Hence 2.00 hours have been considered for this case. This may be linked to rate analysis worked out under clause 511Sqm45.00
17.37Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 1DDC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) Note:- 1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata basis. 2.Where tack coat is required to be provided before laying mastic asphalt, the same is required to be measured and paid separately. 3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as per mix design. 4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating purposes only. Actual design is required to be done for each case. 17. 38 Stone Matrix Asphalt (SMA) 50 mm thick Providing and laying 50 mm thick stone matrix asphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20 mm, 10 mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface@ 1 to 2 kg per sqm immediately after compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55@ 5.8% by weight complete as per HSR specifications Grading -1 (19 mm Nominal Size)Sqm1,017.00
17.39.1Slurry Seal Type I (2-3 mm thickness) Providing and laying slurry seal Type I 2-3 mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion Grade SS2 @ 10.50% and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specificationsSqm63.00
17.39.2Slurry Seal Type II (4-6 mm thickness) Providing and laying slurry seal Type II 4-6 mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion Grade SS2 @ 10.50% and water on a road surface including deaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specificationsSqm45.00
17.39.3Slurry Seal Type Ill (6-8 mm thickness) Providing and laying slurry seal Type II � mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS2 @ 10.50% and water on a road surface including deaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface complete as per technical clause 512 of MORT&H specificationsSqm78.00
17.40Fog Spray Providing and applying low viscosity bitumen emulsion Grade SS-1@ 0.75 kg/sqm for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per technical clause 513 of MORT&H specificationsSqm37.00
17.41.1Crack Prevention CoursesStress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB- 55 complying with clause 517, sprayed at the rate of 0.9 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specificationsSqm60.00
17.41.2Crack Prevention CoursesStress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB- 55 complying with clause 517, sprayed at the rate of 1.1 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specificationsSqm70.00
17.41.3Crack Prevention CoursesStress absorbing membrane (SAM) crack width above 9 mm and cracked area above Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB- 55 complying with clause 517, sprayed at the rate of 1.5 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications. Note:- In case 2nd coat is also required to be provided, material provided for the 2nd coat shall be as per table 500-47Sqm93.00
17.42Crack Prevention Courses (Bitumen impregnated geotextile) Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, laid over a tack coat of paving grade bitumen VG - 10 @1.05 kg per sqm complete as per technical clause 517 & 702 of MORT&H specifications. Note:- As bitumen overlay construction shall follow closely the fabric placement on the same day, an output of 3500 sqm only has been considered for the analysis which will cover a length of 500 m, of 7 m wide carriageway. This can be conveniently overlaid by a bituminous course in a daySqm116.00
17.43.1Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mmProviding & laying 50 mm - 75 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. Milling on Bituminous SurfaceCum6,102.00
17.43.2Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mmDismantling of existing damaged Bitumen surface by cold Milling Machine up to 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant site CEMENT CONCRETE PAVEMENTSCum760.00
17.44Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub­ base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications Note:- Quantity provided for aggregate is for estimating purpose. Exact quantity shall be as per mix designCum2,304.00
17.45Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, 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, complete as per clause 602 of MORT&H specificationsCum5,901.00
17.48Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per technical clause 603 of MORT&H specifications Note: - The quantities for cement, coarse aggregate and fine aggregates are for estimating only.The exact quantities will be as per mix design. MAINTENANCE OF ROADS 17.47 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes, as per dause 3002 of MORT&H specifications Note: - Only 75 per cent of fresh material has bean provided as 25 per cent can be retrieved at site from earth that is flown down tha slope in the form of slurry and deposited at the foot of thara in cuts 17.48 Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment as per technical clause 3003 of MORT&H specificationsCum2,609.00
17.49Maintenance of Earth Shoulder (stripping axcass soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor, as per clause 3003 of MORT&H specifications Note: - The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal. 17. 50 Patch Work with close graded Premix Surfacing/Mixed seal Surfacing 20 mm thickness (Type B) Providing and laying patch work with close graded premixed surfacing material of 20 mm thickness Type B using penetration grade Bitumen VG - 10 @ 1.9 kg per sqm and crushed aggregates of specified grading after trimming the pot holes, removal of failed material, including mixing in a continuous type of HMP, carriage of mixed material and rolling with a smooth wheeled roller to match the adjoining surface complete as per technical clause 508 of MORT&H specificationsCum452.00
17.51Patch work Seal coat Type B Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. 17. 52 Patch work with Bituminous Macadam 50 to 75 mm thickness (grading II) Providing and laying bituminous macadam 80- 100 mm thick with continuous type HMP 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical dause 504 of MORT&H specifications Grading II (19 mm nominal size)Sqm52.00
17.53Patch work with Water Bound Macadam Grading - II (with screening) 17. 53.1 Providing, laying patchwork with stone aggregates of Grading - II laid to water bound macadam specifications after trimming the pot holes, removal of failed material, hand packing, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering, and rolling with smooth wheeled roller 8 - 1 O tonne to match the adjoining surface complete as per technical clause 404 of MORT&H specifications 17.53 Patch work with Water Bound Macadam Grading - II (without screening)Cum1,561.00
17.53.2Providing, laying patchwork with stone aggregates of Grading - II laid to water bound macadam specifications after trimming the pot holes, removal of failed material, hand packing, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering, and rolling with smooth wheeled roller 8 - 1 O tonne to match the adjoining surface complete as per technical clause 404 of MORT&H specificationsCum1,436.00
17.54Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MORT&H specifications Grading l -19mm(Nominal size) Grading-1113mm (Nominal size) Note: - For detailed working of quantities of aggregates, refer item 5.8 of chapter 5Sqm346.00
17.55Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm as per clause 3004.3.3 of MORT&H specificationsMetre4.00
17.56Dusting Applying crusher dust to areas of road where bleeding of excess bitumen has occurred as per clause 3004.4 of MORT&H specificationsSqm2.00
17.57Repair of Joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete as per clause 3005. of MORT&H specificationsMetre605.00
17.58Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material, as per technical clause 3005 of MORT&H specificationsMetre53.00
17.59Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually, as per technical clause 3000 of MORT&H specificationsMetre51.00
17.60Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side, as per technical clause 3000 of MORT&H specifications Note: - Land Slide clearance involves pushing of loose earth slided on the road surface from hill face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However, if there are objection to disposing of earth on valley side, additional resources for its disposal shall be considered as per site conditionsCum62.00
17.61.1Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specificationsMetre2,869.00
17.61.2Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Double Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specificationsMetre5,781.00
17.62.1Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP4 I Prestressed Concrete Pipe on First Class Bedding in Single RowProviding and Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications 17. 62 Providing and Laying 1200 mm Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single RowMetre6,304.00
17.62.2Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP4 I Prestressed Concrete Pipe on First Class Bedding in Single RowProviding and Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia, as per clause 2900 of MoRTH specificationsMetre7,354.00
17.63.1Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP3/ Prestressed Concrete Pipe on First Class Bedding in Single RowProviding and Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia as per clause 2900 of MORT&H specifications 17.63 Providing and Laying 1200 mm dia Reinforced Cement Concrete Pipe NP3/ Prestressed Concrete Pipe on First Class Bedding in Single RowMetre6,304.00
17.63.2Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP3/ Prestressed Concrete Pipe on First Class Bedding in Single RowProviding and Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets 1200 mm dia, as per clause 2900 of MORT&H specificationsMetre7,741.00
17.64.1Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP4 I Prestressed Concrete Pipe on First Class Bedding in Double Row •Providing and Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 2900 of MORT&H specifications 17.64 Providing and Laying 1200 mm dia Reinforced Cement Concrete Pipe NP4 I Prestressed Concrete Pipe on First Class Bedding in Double RowMetre12,825.00
17.64.2Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP4 I Prestressed Concrete Pipe on First Class Bedding in Double Row •Providing and Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet as per clause 2900 of MORT&H specificationsMetre14,940.00
17.65.1Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP3 I Prestressed Concrete Pipe on First Class Bedding in Double RowProviding and Laying Reinforced cement concrete pipe NP3/ prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 2900 of MORT&H specifications 17.65 Providing and Laying 1200 mm dia Reinforced Cement Concrete Pipe NP3 I Prestressed Concrete Pipe on First Class Bedding in Double RowMetre12,825.00
17.65.2Providing and Laying 1000 mm dia Reinforced Cement Concrete Pipe NP3 I Prestressed Concrete Pipe on First Class Bedding in Double RowProviding and Laying Reinforced cement concrete pipe NP3/ prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per clause 2900 of MORT&H specifications Notes: For item no. 17.63 to 17.65 1. In case of cement cradle bedding, quantity of PCC M15 is to be calculated as per design and priced separately and added. 2. The rate analysis does not include excavation, cement /masonry works in head walls, backfilling, protection works and parapet walls. The same are to be calculated as per approved design and drawings and priced separately on rates available under respective sectionsMetre15,715.00
17.66.1Rectangular Concrete Block PavementProviding and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503Cum6,428.00
17.67Removal of existing CC BlockCum500.00
17.68Relaying of available (removed and stacked) C.C. Block M-30 Size 450x300x150mmCum409.00
17.69.1Interlocking Concrete Block PavementProviding and Laying 100 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 50 over the bed of 30 mm thick fine sand complete in all respectSqm766.00
17.69.2Interlocking Concrete Block PavementProviding and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respectSqm680.00
17.69.3Interlocking Concrete Block PavementProviding and Laying 60 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 35 over the bed of 25 mm thick fine sand complete in all respectSqm589.00
17.70Removal of existing IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3Sqm76.00
17.71Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 1 OOmm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 Unreinforced Vaccum Concrete PavementSqm74.00
17.72Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specificationsCum5,523.00
17.73Construction of unreinforced plain cement concrete pavement in M-25 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications BRICK MASONRYCum5,457.00

Other chapters in this schedule

Pricing road works against a live tender

Mapping a tender BOQ to the right schedule items, applying the current cost index, and catching where rates have moved since the base edition is slow and easy to get wrong. Arched's estimation engine reads the tender, maps it to the applicable schedule, and flags where the numbers are exposed before submission.

See how estimation works