Puducherry SOR 2024-25
Granular Sub-base rates
63 granular sub-base items from the Puducherry PWD, effective 2024-08-14.
Granular Sub-base rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹10.81 to ₹2,976.41. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.
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63 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 4.3A | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by mechanical means. (As per MoRTH specification, 4th Revision) | Cum | 250.39 |
| 4.3B | Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime having minimum content of 70 percent CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub-grade - by manual means. (As per MoRTH specification, 4th Revision) | Cum | 442.03 |
| 4.4 | Providing, Laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 3 percent slaked lime with minimum content of 70 percent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 percent of the maximum dry density to form a layer of sub-base. (As per MoRTH specification, 4th Revision) | Cum | 305.33 |
| 4.5 | 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 MoRTH specification, 4th Revision) | Cum | 703.44 |
| 4.8 | Construction of inverted choke by providing, laying, spreading and compacting screening B type / fine aggregate of specified grade in uniform layer on a prepared surface with motorgrader and compacting with power roller etc. (As per MoRTH specification, 4th Revision) | Cum | 2,976.41 |
| 4.10A | Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using Vibratory roller. (As per MoRTH specification, 4th Revision) | Cum | 432.01 |
| 4.10B | Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km, laying and compacting the same as sub-base course, constructed as WBM to Clause 404 except the use of screening or binding material - using smooth 3 wheeled steel roller. (As per MoRTH specification, 4th Revision) | Cum | 428.77 |
| 4.12A | 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 - Using vibratory roller. (As per MoRTH specification, 4th Revision) | Cum | 1,808.25 |
| 4.12B | 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 smooth 3 wheeled steel roller to achieve the desired density (As per MoRTH specification, 4th Revision) | Cum | 1,814.99 |
| 4.13 | Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 of MoRTH specification, 4th Revision | Cum | 379.64 |
| 4.14 | Construction of Median and island above road level with approved material brought from borrowpits, spread, sloped and compacted as per clause 407 of MoRTH specification, 4th Revision | Cum | 316.25 |
| 4.91A | 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 three wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision) | Cum | 2,813.80 |
| 4.91B | 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 three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum / gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,682.81 |
| 4.92A | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,709.86 |
| 4.92B | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening / gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,845.11 |
| 4.92C | 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 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,713.60 |
| 4.93A | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision) | Cum | 2,924.90 |
| 4.93B | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,827.22 |
| 4.1A.1 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material | Cum | 1,687.23 |
| 4.1B.1 | Construction of granular sub-base by providing close graded material, spreading in uniform layer 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 MoRTH specification, 4th Revision - by mix in place method - for grading I material | Cum | 1,575.63 |
| 4.2.1 | 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 MoRTH specification, 4th Revision - For grading I material | Cum | 1,690.54 |
| 4.6.1 | 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. Grading of material for sub-base course. (As per MoRTH specification, 4th Revision) | Cum | 2,289.64 |
| 4.9.1.1B | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 1,998.44 |
| 4.17B.1 | Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mixing plant - For 53mm maximum size | Cum | 1,873.02 |
| 4.1A.2 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material | Cum | 1,595.89 |
| 4.1B.2 | Construction of granular sub-base by providing close graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading II material | Cum | 1,484.29 |
| 4.2.2 | Construction of granular sub-base by providing coarse graded meterial, spreading in uniform layer 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 MoRTH specification, 4th Revision - For grading II material | Cum | 1,638.71 |
| 4.6.2 | 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 base. Grading of material for base course. (As per MoRTH specification, 4th Revision) | Cum | 2,065.56 |
| 4.7 | Making 50 x 50mm furrows, 25mm deep 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 MoRTH specification, 4th Revision) | Sqm | 10.81 |
| 4.9.1.1A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision) | Cum | 2,129.44 |
| 4.12A.1 | 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 layer by manual means in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller | Cum | 2,164.52 |
| 4.9.2.1A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,025.49 |
| 4.9.2.1B | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,160.75 |
| 4.1A.3 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material | Cum | 1,440.38 |
| 4.1B.3 | Construction of granular sub-base by providing close graded meterial, spreading in uniform layer with motor grader on prepared surface, by mixing place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - By mix in place method - For grading III material | Cum | 1,328.79 |
| 4.2.3 | Construction of granular sub-base by providing coarse graded meterial, spreading in uniform layer 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 MoRTH specification, 4th Revision - For grading III material | Cum | 1,457.01 |
| 4.9.1A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision) | Cum | 2,817.04 |
| 4.9.1B | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,686.05 |
| 4.9.2.1C | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,029.23 |
| 4.9.2A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,713.10 |
| 4.9.2B | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,848.35 |
| 4.9.2C | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,716.84 |
| 4.18 | Construction of sub-base using lime - flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 percent, flyash to conform to gradation as per clause 4.3 of IRC:88- 1984, lime + flyash content ranging between 10 to 30 percent, the minimum unconfined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5 kg/sq.cm. and 25 percent respectively, all as specified in IRC:88-1984. (As per MoRTH specification, 4th Revision) | Cum | 798.91 |
| 4.12B.1 | 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 layer by manual means in sub-base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achieve the desired density | Cum | 2,171.26 |
| 4.12A.2 | Providing,laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site, laying in uniform layer by manual means in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller | Cum | 2,190.10 |
| 4.12B.2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site,laying in uniform layer by manual means in sub- base / base course on well prepared surface and compacting with smooth 3 wheeled steel roller to achive the desired density | Cum | 2,198.72 |
| 4.9.3.1A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision) | Cum | 2,240.54 |
| 4.9.3.1C | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,142.86 |
| 4.9.3A | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision) | Cum | 2,928.14 |
| 4.9.3C | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,830.46 |
| 4.11 | Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per Clause 506.3.8. of MoRTH specification, 4th Revision | Sqm | 24.45 |
| 4.16 | Construction of footpath / separator by providing a 150mm compacted granular sub-base as per clause 401 and 25mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortor 1:3 including provision of all drainage arrangements but excluding kerb channel. (As per MoRTH specification, 4th Revision) | Sqm | 1,258.04 |
| 4.17A.1 | Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision to form a layer of sub-base / base - by mix in place method - For 53mm maximum size | Cum | 1,770.26 |
| 4.17A.2 | Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mix in place method - For 45mm maximum size | Cum | 1,757.73 |
| 4.17B.2 | Providing crushed stone aggregates, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 of MoRTH specification, 4th Revision, to form a layer of sub-base / base - by mixing plant - For 45mm maximum size | Cum | 1,860.48 |
| 4.12A.3 | Providing, laying,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC using with concrete mixer at site, laying in uniform layer by manual means in sub- base / base course on well prepared surface and compacting with rammer by manual means to achive the desired density | Cum | 2,164.46 |
| 4.91.1A | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with stone screening. (As per MoRTH specification, 4th Revision) | Cum | 2,126.20 |
| 4.91.1B | 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 three wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum/gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-I with Gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 1,995.20 |
| 4.92.1A | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type A 13.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 13.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,022.25 |
| 4.92.1B | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B 11.2mm stone for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-II with stone screening 11.2mm metal. (As per MoRTH specification, 4th Revision) | Cum | 2,157.51 |
| 4.92.1C | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanicall means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,025.99 |
| 4.93.1A | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type B screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with type B 11.2mm screening. (As per MoRTH specification, 4th Revision) | Cum | 2,237.30 |
| 4.93.1C | 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 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by mechanical means - Water bound macadam Gr-III with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | Cum | 2,139.62 |
Other chapters in this schedule
- Earth Work (70)
- Concrete Work (72)
- Reinforced Concrete Work (131)
- Brick Work (57)
- Stone Work (50)
- Cladding Work (71)
- Wood and PVC Work (493)
- Steel Work (52)
- Flooring (91)
- Roofing (135)
- Finishing (114)
- Repairs To Buildings (108)
- Dismantling And Demolishing (85)
- Miscellaneous Building Work (25)
- Sanitary Installations (226)
- Water Supply (708)
- Drainage (135)
- Pile Work (31)
- Aluminium Work (41)
- Water Proofing (27)
- Rain Water Harvesting & TubeWells (37)
- Conservation of Heritage Buildings (7)
- Structural Glazing Aluminium Composite Panel (5)
- New Technologies and Materials (196)
- Irrigation (50)
- Water Supply (Public Health) (1012)
- Sewerage (Public Health) (213)
- Miscellaneous (Public Health) (71)
- OHT (Works) (8)
- Subsoil Exploration (7)
- Energy Conservation Building Code (137)
- Site Clearance and Dismantling (44)
- Earth Work, Erosion Control and Drainages (40)
- Base & Bituminous Construction (26)
- Traffic Signs,Markings & Other Road Appurtenances (41)
- Pipe Culverts (5)
- Maintenance of Roads (13)
- Horticulture (25)
- Foundation (106)
- Substructure (54)
- Superstructure (97)
- River Training and Protection Works (10)
- Repair and Rehabilitation (12)
- PMGSY -Works (25)
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