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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201 MORD2.2 201 |
| 2 | \\"Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections.Construction of road for 100% compaction MORD 301.5&302\\" |
| 3 | \\"Excavation in Cutting in Soil by manual means with lead upto 50 m( Only Excuvation work)\\"Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 MORD 3.5 302 (I) |
| 4 | Construction of granular Sub-base by providing well graded materials,sprading in uniform layers with motor grader/tractor mounted appropriate equipement on perpared surface mixing by mix in place mathod with rotavator at OMC,And compacting with smooth wheel roller to achived the desired density,compleate as per Techinical Specification Clause 401 |
| 5 | Providing, laying and compacting of stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 2 as per PWD Specification. |
| 6 | \\"Providing, laying and compacting of stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness,hand packing ,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber appling and brooming stone screening binding materials to fill up theinterstices of coarse aggregate,watring and compacting to the required density grading 3 as per PWD Specification.\\" |
| 7 | Providing and applying prime caot with SS emulson/Bitumen using bitumen emulsion pressure distributor (@0.850Kg) per Sqm. |
| 8 | Providing and laying tack caot with Bitumin emulusion distributer of the rate of 0.25 to 0.30 kg per sqmon the preapered granular surface treated with primer and cleaned with Hydraulic broom as per technical specification clasuse-503 |
| 9 | Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumin or emulsion to required line grade and level to serve as wearing course on a previously prepared e.t.c |
| 10 | Providing, laying Seal coat with Bitumen sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using type C. as per Technical Specification 510\\" |
| 11 | Construction of subgrade and earthen shoulders with approvedmaterial obtained from borrow pits with all lifts and leads, transportingto site, spreading, grading to required slope and compacted to meetrequirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1. |
| 12 | Brick edging on both side of road of 1st class bricks 8cm(3\\") wide 12cm deep laid mud mortar including labour and dupply of bricks finished to required template and proper aliigment and also including dressing and ramming the excavted earth as directed by Engineer in charge. PWD 765 |
| 13 | 1x450mm dia H.P.Gul (2no ) |
| 14 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.MORD11.1 300 |
| 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD 11.4 \\"800 & 1200\\" |
| 16 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling MORD 11.2 300 & 1200 |
| 17 | Providing and laying Reinforced cement concrete pipe NP3 (burried conduits) 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. ( 450 mm dia ) MORD 9.7 1100 |
| 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 19 | 200 m stone (precast) |
| 20 | Supply and fixing of sign board at site Please Enable Macros to View BoQ information |
