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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-04-2025 | Bid Submission End date | Date | 19-05-2025 |
| 2 | 25-04-2025 | Technical Information | Technical Bid | 19-05-2025 |
| 3 | 25-04-2025 | Additional Technical Information | Technical Bid | 15-05-2025 |
| Sl. No. | Item Description |
| 1 | Road WorksSite Clearance |
| 2 | Clearing and Grubbing Road LandClearing 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 earlierand 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 as per MoRD Technical Specification Clause 201. II) By Mechanical MeansA) In area of non-thorny jungleRoad No 1=0.98 Hectare + Road No 2=0.4 Hectare + Road No 3=0.22 Hectare +Road No 4=0.69 Hectare+Road No 5=0.37 Hectare+Road No 6=1.04 Hectare+ Road No 7=0.53 Hectare + Road No 8=1.5 Hectare = Total 5.73 Hectare |
| 3 | Removing all types of Hume pipesRemoving all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202.(B) Above 600 mm to 900 mm dia Hume pipeRoad No 1=0 mtr + Road No 2=0 mtr + Road No 3=0 mtr +Road No 4=7.5 mtr+Road No 5=0 mtr+Road No 6=7.5 mtr+ Road No 7=0 mtr + Road No 8=0 mtr = Total 15 mtr |
| 4 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means Scarifying existing bituminous road surface by mechanical means to a depth of 150 mm and disposal of scarified material with a lift upto 3m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4Road No 1=175.8 Sqm + Road No 2=0 Sqm + Road No 3=0 Sqm +Road No 4=435 Sqm+Road No 5=505.8 Sqm+Road No 6=0 Sqm+ Road No 7=0 Sqm + Road No 8=0 Sqm = Total 1116.6 Sqm |
| 5 | Dismantling of Brick solingDismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. II) By Mechanical meansRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=156.11 Cum+Road No 5=40.31 Cum+Road No 6=350.18 Cum+ Road No 7=0 Cum + Road No 8=505.24 Cum = Total 1051.84 Cum |
| 6 | Dismantling of Cement Concrete Pavements as per MoRD Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRD Technical Specification Clause 202.Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=66 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 66 Cum |
| 7 | Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 450 to the center 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 MoRT&H Technical Specification Clause 404.3.1.(i) 25 mm deep furrow cuttingRoad No 1=399.44 Sqm + Road No 2= Sqm + Road No 3=0 Sqm +Road No 4=0 Sqm+Road No 5=0 Sqm+Road No 6=0 Sqm+ Road No 7=0 Sqm + Road No 8=0 Sqm = Total 399.44 Sqm |
| 8 | Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 450 to the center 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 MoRT&H Technical Specification Clause 404.3.1.(ii) 50 mm deep furrow cuttingRoad No 1=0 Sqm + Road No 2=630.56 Sqm + Road No 3=92.28 Sqm +Road No 4=0 Sqm+Road No 5=0 Sqm+Road No 6=0 Sqm+ Road No 7=0 Sqm + Road No 8=0 Sqm = Total 722.84 Sqm |
| 9 | Earthwork |
| 10 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, gradesand cross-sections and transporting to the embankment location with all lifts and lead upto 1000m as per MoRD Technical Specification Clause 302.3.Road No 1=1378.88 Cum + Road No 2=1592.49 Cum + Road No 3=376.88 Cum +Road No 4=5171.4 Cum+Road No 5=1602.68 Cum+Road No 6=3290.96 Cum+ Road No 7=4925.7 Cum + Road No 8=5590.94 Cum = Total 23929.93 Cum |
| 11 | Construction of Embankment withMaterial Obtained from Roadway CuttingConstruction 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 Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. A. For spreading beyond 100 mRoad No 1=1009.29 Cum + Road No 2=293.7 Cum + Road No 3=306.91 Cum +Road No 4=431.9 Cum+Road No 5=1030.4 Cum+Road No 6=236.4 Cum+ Road No 7=765.6 Cum + Road No 8=1263 Cum = Total 5337.2 Cum |
| 12 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1.Subgrade Road No 1=819.18 Cum + Road No 2=229.32 Cum + Road No 3=181.96 Cum +Road No 4=330.74 Cum+Road No 5=280.37 Cum+Road No 6=1710.72 Cum+ Road No 7=285.12 Cum + Road No 8=2331.92 Cum = Total 6169.33 Cum |
| 13 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1.Earthen shoulderRoad No 1=1639.03 Cum + Road No 2=1315.82 Cum + Road No 3=288.97 Cum +Road No 4=1044.37 Cum+Road No 5=544.97 Cum+Road No 6=1667.39 Cum+ Road No 7=593.71 Cum + Road No 8=2188.82 Cum = Total 9283.08 Cum |
| 14 | Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2.Road No 1=2070.83 Cum + Road No 2=1562.9 Cum + Road No 3=436.84 Cum +Road No 4=2545.28 Cum+Road No 5=1058.4 Cum+Road No 6=3913.27 Cum+ Road No 7=1366.2 Cum + Road No 8=5006.36 Cum = Total 17960.08 Cum |
| 15 | Sub Base and Base Courses (Non-Bituminous) |
| 16 | Granular Sub-base with Well graded Material(Table 400.1) using Jhama Brick Aggregate A. By Mix in Place MethodConstruction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.i) For Grading I material (jhama brick aggregate) Road No 1=1314.36 Cum + Road No 2=1102.46 Cum + Road No 3=104.1 Cum +Road No 4=628.08 Cum+Road No 5=457.91 Cum+Road No 6=1042.13 Cum+ Road No 7=482.74 Cum + Road No 8=1199.77 Cum = Total 6331.55 Cum |
| 17 | Labour charge for Breaking of Jhama bats/ jhama bricks/1st class bricks.Breaking of jhama bats/ jhama bricks /1st class bricks(including bigger lumps) into metal/chips /aggregates and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m.Require sizes for GSB (53mm to 0.075mm) as per MoRD Technical Specification Clause 401.Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=78.06 Cum+Road No 5=20.16 Cum+Road No 6=175.09 Cum+ Road No 7=0 Cum + Road No 8=252.62 Cum = Total 525.93 Cum |
| 18 | Charge for construction of Granular sub baseCharge for Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (excluding the cost of jhama aggregate which are available at site only).for grading -I material By mix in place methodRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=78.06 Cum+Road No 5=20.16 Cum+Road No 6=175.09 Cum+ Road No 7=0 Cum + Road No 8=252.62 Cum = Total 525.93 Cum |
| 19 | Water Bound Macadam Sub-Base / Base2) WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density \"Grading 2\" as per MoRD Technical Specification Clause 405.(A) By Manual MeansRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=429.04 Cum+Road No 5=249.46 Cum+Road No 6=609.6 Cum+ Road No 7=236.38 Cum + Road No 8=866.23 Cum = Total 2390.71 Cum |
| 20 | Water Bound Macadam Sub-Base / Base3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screeningto fill up the interstices of coarse aggregate, watering and compacting to the required density \"Grading 3\" as per MoRD Technical Specification Clause 405(A) By Manual MeansRoad No 1=677.9 Cum + Road No 2=716.36 Cum + Road No 3=173.9 Cum +Road No 4=419.4 Cum+Road No 5=244.88 Cum+Road No 6=595.59 Cum+ Road No 7=231.39 Cum + Road No 8=846.02 Cum = Total 3905.44 Cum |
| 21 | Bituminous Surface Courses |
| 22 | Prime Coat(I) Low porosityProviding and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.Road No 1=8734.93 Sqm + Road No 2=9551.5 Sqm + Road No 3=2151.75 Sqm +Road No 4=5591.95 Sqm+Road No 5=3265.04 Sqm+Road No 6=7941.26 Sqm+ Road No 7=3085.25 Sqm + Road No 8=11280.21 Sqm = Total 51601.89 Sqm |
| 23 | Tack Coat(iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503Road No 1=8734.93 Sqm + Road No 2=9551.5 Sqm + Road No 3=2151.75 Sqm +Road No 4=5591.95 Sqm+Road No 5=3265.04 Sqm+Road No 6=7941.26 Sqm+ Road No 7=3085.25 Sqm + Road No 8=11280.21 Sqm = Total 51601.89 Sqm |
| 24 | Bituminous concreteB. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% 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 as per MoRT&H Specification Clause 507 complete in all respects.Grading II (For layer thickness 30-40mm) i) with Viscocity graded bitumen of VG-30 Road No 1=256.23 Cum + Road No 2=286.55 Cum + Road No 3=63.25 Cum +Road No 4=163.9 Cum+Road No 5=96.12 Cum+Road No 6=232.64 Cum+ Road No 7=90.56 Cum + Road No 8=330.32 Cum = Total 1519.57 Cum |
| 25 | 80 mm thick factory made c.c. interlocking paver block of M-35GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.Road No 1=303.75 Sqm + Road No 2=180 Sqm + Road No 3=0 Sqm +Road No 4=0 Sqm+Road No 5=0 Sqm+Road No 6=0 Sqm+ Road No 7=0 Sqm + Road No 8=0 Sqm = Total 483.75 Sqm |
| 26 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (III) PCC Grade M20(i) (Nominal mix 1:2:4) Road No 1=6.75 Cum + Road No 2=4.5 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 11.25 Cum |
| 27 | Side Drains |
| 28 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=966.12 Cum + Road No 2=1155.15 Cum + Road No 3=88.98 Cum +Road No 4=621.74 Cum+Road No 5=340.22 Cum+Road No 6=413.52 Cum+ Road No 7=328.8 Cum + Road No 8=765.6 Cum = Total 4680.13 Cum |
| 29 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).iii) PCC grade M 20, Nominal mix (1:2:4)Road No 1=560.51 Cum + Road No 2=670.16 Cum + Road No 3=51.61 Cum +Road No 4=282.92 Cum+Road No 5=154.83 Cum+Road No 6=188.16 Cum+ Road No 7=149.6 Cum + Road No 8=348.37 Cum = Total 2406.16 Cum |
| 30 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).v) RCC grade M 25, Road No 1=3.6 Cum + Road No 2=4.5 Cum + Road No 3=0 Cum +Road No 4=4.5 Cum+Road No 5=0.9 Cum+Road No 6=0 Cum+ Road No 7=3.6 Cum + Road No 8=1.8 Cum = Total 18.9 Cum |
| 31 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.Road No 1=0.22 t + Road No 2=0.27 t + Road No 3=0 t +Road No 4=0.27 t+Road No 5=0.05 t+Road No 6=0 t+ Road No 7=0.22 t + Road No 8=0.11 t = Total 1.14 t |
| 32 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I) Sand FillingRoad No 1=73.94 Cum + Road No 2=88.4 Cum + Road No 3=6.81 Cum +Road No 4=38.86 Cum+Road No 5=21.26 Cum+Road No 6=25.85 Cum+ Road No 7=20.55 Cum + Road No 8=47.85 Cum = Total 323.52 Cum |
| 33 | Surface DrainsConstruction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.i) Surface drains in Ordinary soilB) Mechanical meansRoad No 1=253.6 m + Road No 2=0 m + Road No 3=0 m +Road No 4=255 m+Road No 5=0 m+Road No 6=230 m+ Road No 7=170 m + Road No 8=1716.95 m = Total 2625.55 m |
| 34 | Traffic Signs and Road Appurtenances |
| 35 | Road marking strips (retro-reflective) of specified shade/colour using hot applied thermoplastic material with reflectorising glass beads on Bituminous surface Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform amd free from steaks and holes as per MoRT&H Technical Specification Clause 803Road No 1=391.6 Sqm + Road No 2=346.8 Sqm + Road No 3=87.4 Sqm +Road No 4=257.8 Sqm+Road No 5=134.6 Sqm+Road No 6=377.4 Sqm+ Road No 7=133 Sqm + Road No 8=546.8 Sqm = Total 2275.4 Sqm |
| 36 | Traffic sign (using Jhama brick aggregate in CC/PCC)A. Retro- reflectorised Traffic Signs1) Providing and fixing of retro-reflectorised cautionary, mandatory andinformatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801i) 900 mm equilateraltriangle aluminium sheetingRoad No 1=28 Each + Road No 2=26 Each + Road No 3=16 Each +Road No 4=19 Each+Road No 5=10 Each+Road No 6=21 Each+ Road No 7=13 Each + Road No 8=37 Each = Total 170 Each |
| 37 | Traffic sign (using Jhama brick aggregate in CC/PCC)A. Retro- reflectorised Traffic Signs1) Providing and fixing of retro-reflectorised cautionary, mandatory andinformatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801vii) 900 mm side octagonaluminium sheetingRoad No 1=2 Each + Road No 2=0 Each + Road No 3=2 Each +Road No 4=1 Each+Road No 5=2 Each+Road No 6=1 Each+ Road No 7=1 Each + Road No 8=1 Each = Total 10 Each |
| 38 | Traffic sign (using Jhama brick aggregate in CC/PCC)A. Retro- reflectorised Traffic Signs1) Providing and fixing of retro-reflectorised cautionary, mandatory andinformatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801iii) 600 mmcircular aluminium sheetingRoad No 1=4 Each + Road No 2=4 Each + Road No 3=2 Each +Road No 4=4 Each+Road No 5=0 Each+Road No 6=0 Each+ Road No 7=2 Each + Road No 8=2 Each = Total 18 Each |
| 39 | Direction and Place Identification signs upto 0.9 sqm size board ( using jhama brick aggregate in CC / PCC)A. Retro- reflectorised Traffic Signs(iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting videMoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC post 100 mm x 100 mmfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings andMoRD Technical Specification Clause 1701.Road No 1=0 Sqm + Road No 2=2.16 Sqm + Road No 3=0 Sqm +Road No 4=1.08 Sqm+Road No 5=1.08 Sqm+Road No 6=1.08 Sqm+ Road No 7=1.08 Sqm + Road No 8=1.08 Sqm = Total 7.56 Sqm |
| 40 | Direction and Place Identification signs with size more than 0.9 sqm size board ( using jhama brick aggregate in CC / PCC)A. Retro- reflectorised Traffic Signs(iii) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 2 mm thick with areaexceeding 0.9 sqm supported on RCC post 100 mm x 100 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate ) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701.Road No 1=7.2 Sqm + Road No 2=0 Sqm + Road No 3=7.2 Sqm +Road No 4=3.6 Sqm+Road No 5=7.2 Sqm+Road No 6=3.6 Sqm+ Road No 7=3.6 Sqm + Road No 8=3.6 Sqm = Total 36 Sqm |
| 41 | Road DelineatorsProviding and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806.Road No 1=55 Each + Road No 2=94 Each + Road No 3=22 Each +Road No 4=34 Each+Road No 5=20 Each+Road No 6=51 Each+ Road No 7=95 Each + Road No 8=72 Each = Total 443 Each |
| 42 | Kilometre Stone (with RCC M15 grade using jhama brick aggregate)Reinforced cement concrete M15grade (using Jhama brick aggregate) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Technical Specification Clause 1703ii) Ordinary Kilometer Stone (Precast)Road No 1=2 Each + Road No 2=2 Each + Road No 3=0 Each +Road No 4=1 Each+Road No 5=0 Each+Road No 6=2 Each+ Road No 7=0 Each + Road No 8=3 Each = Total 10 Each |
| 43 | Erosion Control & Protection works |
| 44 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and MoRD Technical Specification Clause 1401.6A. In ordinary SoilRoad No 1=56 no. + Road No 2=192 no. + Road No 3=38 no. +Road No 4=95 no.+Road No 5=33 no.+Road No 6=125 no.+ Road No 7=278 no. + Road No 8=160 no. = Total 977 no. |
| 45 | Fencing With Welded Steel Wire Fabric 75 mm x 50 mm Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.Road No 1=100 m + Road No 2=90 m + Road No 3=15 m +Road No 4=0 m+Road No 5=0 m+Road No 6=0 m+ Road No 7=60 m + Road No 8=80 m = Total 345 m |
| 46 | Retaining Wall |
| 47 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=32.2 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=290.7 Cum+Road No 6=190.47 Cum+ Road No 7=609.6 Cum + Road No 8=278.4 Cum = Total 1401.37 Cum |
| 48 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand FillingRoad No 1=1.4 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=12.11 Cum+Road No 6=8.41 Cum+ Road No 7=25.4 Cum + Road No 8=11.6 Cum = Total 58.92 Cum |
| 49 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (II) P.C.C grade M 15 (i) (Nominal mix (1:2.5:5))Road No 1=4.05 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=35.21 Cum+Road No 6=24.26 Cum+ Road No 7=73.35 Cum + Road No 8=33.53 Cum = Total 170.4 Cum |
| 50 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) V) R.C.C grade M 25Road No 1=7.88 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=55.09 Cum+Road No 6=45.76 Cum+ Road No 7=143.63 Cum + Road No 8=65.44 Cum = Total 317.8 Cum |
| 51 | Supplying, fitting and placing Thermo-Mechanically treated bar/Cold twisted deformed steel bar reinforcement in foundation complete as per drawings and MoRD technical specifications Clauses 1000 & 1202Road No 1=0.63 t + Road No 2=0 t + Road No 3=0 t +Road No 4=0 t+Road No 5=4.41 t+Road No 6=3.66 t+ Road No 7=11.49 t + Road No 8=5.24 t = Total 25.43 t |
| 52 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.(including centering, shuttering, staging etc but excluding reinforcement)VI)R.C.C grade M 25 grade (i) upto 5m heightRoad No 1=5.22 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=56.39 Cum+Road No 6=29.41 Cum+ Road No 7=86.76 Cum + Road No 8=41.36 Cum = Total 219.14 Cum |
| 53 | Supplying, fitting & placing Thermo-Mechanically treated bar /cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202Road No 1=0.42 t + Road No 2=0 t + Road No 3=0 t +Road No 4=0 t+Road No 5=4.51 t+Road No 6=2.35 t+ Road No 7=6.94 t + Road No 8=3.31 t = Total 17.53 t |
| 54 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614, 709, 1204.3.7Road No 1=5 m + Road No 2=0 m + Road No 3=0 m +Road No 4=0 m+Road No 5=69 m+Road No 6=29.75 m+ Road No 7=95 m + Road No 8=42.5 m = Total 241.25 m |
| 55 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.Road No 1=20 sqm + Road No 2=0 sqm + Road No 3=0 sqm +Road No 4=0 sqm+Road No 5=180 sqm+Road No 6=107.75 sqm+ Road No 7=320 sqm + Road No 8=155 sqm = Total 782.75 sqm |
| 56 | Breast wall |
| 57 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=131.25 Cum+Road No 5=0 Cum+Road No 6=155.66 Cum+ Road No 7=157.5 Cum + Road No 8=105 Cum = Total 549.41 Cum |
| 58 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (II) P.C.C grade M 15 (i) (Nominal mix (1:2.5:5))Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=10 Cum+Road No 5=0 Cum+Road No 6=11.86 Cum+ Road No 7=12 Cum + Road No 8=8 Cum = Total 41.86 Cum |
| 59 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (III) PCC Grade M20(i) (Nominal mix 1:2:4) Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=156 Cum+Road No 5=0 Cum+Road No 6=185.02 Cum+ Road No 7=187.2 Cum + Road No 8=124.8 Cum = Total 653.02 Cum |
| 60 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand FillingRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=5.25 Cum+Road No 5=0 Cum+Road No 6=6.23 Cum+ Road No 7=6.3 Cum + Road No 8=4.2 Cum = Total 21.98 Cum |
| 61 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614, 709, 1204.3.7Road No 1=0 m + Road No 2=0 m + Road No 3=0 m +Road No 4=60 m+Road No 5=0 m+Road No 6=71.16 m+ Road No 7=72 m + Road No 8=48 m = Total 251.16 m |
| 62 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.Road No 1=0 sqm + Road No 2=0 sqm + Road No 3=0 sqm +Road No 4=75 sqm+Road No 5=0 sqm+Road No 6=88.95 sqm+ Road No 7=90 sqm + Road No 8=60 sqm = Total 313.95 sqm |
| 63 | Toe wall |
| 64 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=46.2 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=15.4 Cum+Road No 5=0 Cum+Road No 6=90.09 Cum+ Road No 7=0 Cum + Road No 8=7.7 Cum = Total 159.39 Cum |
| 65 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (I) PCC Grade M10(i) (Nominal mix 1:3:6) Road No 1=6 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=2 Cum+Road No 5=0 Cum+Road No 6=11.7 Cum+ Road No 7=0 Cum + Road No 8=1 Cum = Total 20.7 Cum |
| 66 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement) (III) PCC Grade M20(i) (Nominal mix 1:2:4) Road No 1=48.6 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=16.2 Cum+Road No 5=0 Cum+Road No 6=94.77 Cum+ Road No 7=0 Cum + Road No 8=8.1 Cum = Total 167.67 Cum |
| 67 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.(I) Sand FillingRoad No 1=3.3 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=1.1 Cum+Road No 5=0 Cum+Road No 6=6.44 Cum+ Road No 7=0 Cum + Road No 8=0.55 Cum = Total 11.39 Cum |
| 68 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614, 709, 1204.3.7Road No 1=36 m + Road No 2=0 m + Road No 3=0 m +Road No 4=12 m+Road No 5=0 m+Road No 6=70.2 m+ Road No 7=0 m + Road No 8=6 m = Total 124.2 m |
| 69 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.Road No 1=45 sqm + Road No 2=0 sqm + Road No 3=0 sqm +Road No 4=15 sqm+Road No 5=0 sqm+Road No 6=87.75 sqm+ Road No 7=0 sqm + Road No 8=7.5 sqm = Total 155.25 sqm |
| 70 | Gabian Structure |
| 71 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=9.48 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=78 Cum = Total 87.48 Cum |
| 72 | Gabian Structure for Retaining EarthProviding and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3.Road No 1=39.11 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=279 Cum = Total 318.11 Cum |
| 73 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8I) Sandy MaterialRoad No 1=0+ Road No 2=0+ Road No 3=0+Road No 4=0 +Road No 5=0 +Road No 6=0 + Road No 7=0+ Road No 8=180= Total 180 |
| 74 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge.Road No 1=23.7 sqm + Road No 2=0 sqm + Road No 3=0 sqm +Road No 4=0 sqm+Road No 5=0 sqm+Road No 6=0 sqm+ Road No 7=0 sqm + Road No 8=270 sqm = Total 293.7 sqm |
| 75 | Seeding and Mulching Preparation of the 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 cost of watering for 3 months all as per clause 308Road No 1=0 Sqm + Road No 2=0 Sqm + Road No 3=0 Sqm +Road No 4=0 Sqm+Road No 5=0 Sqm+Road No 6=0 Sqm+ Road No 7=0 Sqm + Road No 8=259.81 Sqm = Total 259.81 Sqm |
| 76 | Cross Drainage Structure WorksFoundation |
| 77 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=213.36 Cum + Road No 2=0 Cum + Road No 3=59.98 Cum +Road No 4=59.98 Cum+Road No 5=19.32 Cum+Road No 6=254.46 Cum+ Road No 7=0 Cum + Road No 8=364.14 Cum = Total 971.24 Cum |
| 78 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soil(ii) 3 m to 6 m depthRoad No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=73.02 Cum = Total 73.02 Cum |
| 79 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings and MoRD technical specifications clauses 802,803, 900,1202,1203.(including centering, shuttering, staging etc. but excluding reinforcement)II) PCC grade M 15 (i) Nominal Mix 1:2.5:5Road No 1=44.09 Cum + Road No 2=0 Cum + Road No 3=10.68 Cum +Road No 4=10.68 Cum+Road No 5=4.23 Cum+Road No 6=23.13 Cum+ Road No 7=0 Cum + Road No 8=30.64 Cum = Total 123.45 Cum |
| 80 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200I) Sand FillingRoad No 1=12.11 Cum + Road No 2=0 Cum + Road No 3=3.08 Cum +Road No 4=3.08 Cum+Road No 5=1.21 Cum+Road No 6=7.67 Cum+ Road No 7=0 Cum + Road No 8=6.35 Cum = Total 33.5 Cum |
| 81 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203.(including centering, shuttering, staging etc but excluding reinforcement)V) RCC Grade M 25 Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=45.76 Cum = Total 45.76 Cum |
| 82 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=5.49 Cum = Total 5.49 Cum |
| 83 | Substructure |
| 84 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)(VI) RCC Grade M 25i) upto 5 m heightRoad No 1=148.16 Cum + Road No 2=0 Cum + Road No 3=23.99 Cum +Road No 4=23.99 Cum+Road No 5=8.73 Cum+Road No 6=99.37 Cum+ Road No 7=0 Cum + Road No 8=102.34 Cum = Total 406.58 Cum |
| 85 | Supplying, fitting, and placing Thermo-mechanically treated bar / cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202Road No 1=15.78 t + Road No 2=0 t + Road No 3=2.64 t +Road No 4=2.64 t+Road No 5=0.97 t+Road No 6=10.04 t+ Road No 7=0 t + Road No 8=13.04 t = Total 45.11 t |
| 86 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0kg/cm2 pressure)extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification Clauses 614,709, 1204.3.7Road No 1=58 m + Road No 2=0 m + Road No 3=4 m +Road No 4=4 m+Road No 5=2 m+Road No 6=41 m+ Road No 7=0 m + Road No 8=49.4 m = Total 158.4 m |
| 87 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8Road No 1=97.88 Cum + Road No 2=0 Cum + Road No 3=18.12 Cum +Road No 4=18.12 Cum+Road No 5=5.88 Cum+Road No 6=65.88 Cum+ Road No 7=0 Cum + Road No 8=85.05 Cum = Total 290.93 Cum |
| 88 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8I) Sandy MaterialRoad No 1=141.47 Cum + Road No 2=0 Cum + Road No 3=10.97 Cum +Road No 4=10.97 Cum+Road No 5=2.71 Cum+Road No 6=2.71 Cum+ Road No 7=0 Cum + Road No 8=135.67 Cum = Total 304.5 Cum |
| 89 | Superstructure |
| 90 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).(II) RCC Grade M 25 -1) For height Upto 5 mRoad No 1=22.32 Cum + Road No 2=0 Cum + Road No 3=3.96 Cum +Road No 4=3.96 Cum+Road No 5=1.68 Cum+Road No 6=1.68 Cum+ Road No 7=0 Cum + Road No 8=8.31 Cum = Total 41.91 Cum |
| 91 | Supplying, fitting, and placing Thermo-mecanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202Road No 1=2.24 t + Road No 2=0 t + Road No 3=0.4 t +Road No 4=0.4 t+Road No 5=0.17 t+Road No 6=0.17 t+ Road No 7=0 t + Road No 8=0.84 t = Total 4.22 t |
| 92 | Reinforced Cement Concrete Crash BarrierProvision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-30 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MoRT&H Technical Specification Clause 811Road No 1=79 m + Road No 2=0 m + Road No 3=20.4 m +Road No 4=20.4 m+Road No 5=8.2 m+Road No 6=8.2 m+ Road No 7=0 m + Road No 8=41.08 m = Total 177.28 m |
| 93 | Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209Road No 1=4 no + Road No 2=0 no + Road No 3=0 no +Road No 4=0 no+Road No 5=0 no+Road No 6=0 no+ Road No 7=0 no + Road No 8=2 no = Total 6 no |
| 94 | Bituminous concreteB. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% 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 as per MoRT&H Specification Clause 507 complete in all respects.B. Grading II (For layer thickness 30-40mm) i) with Viscocity graded bitumen of VG-30 Road No 1=4.07 Cum + Road No 2=0 Cum + Road No 3=1.01 Cum +Road No 4=1.01 Cum+Road No 5=0.43 Cum+Road No 6=0.43 Cum+ Road No 7=0 Cum + Road No 8=1.92 Cum = Total 8.87 Cum |
| 95 | Tack Coat(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503Road No 1=66.5 Sqm + Road No 2=0 Sqm + Road No 3=16.5 Sqm +Road No 4=16.5 Sqm+Road No 5=7 Sqm+Road No 6=7 Sqm+ Road No 7=0 Sqm + Road No 8=31.5 Sqm = Total 145 Sqm |
| 96 | Protection Works |
| 97 | Excavation for StructuresA. Without dewateringEarthwork in excavation for structuresas per drawing and MoRD technical specifications Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and backfillingin trenches with excavated suitable material.I) Ordinary soili) Upto 3 m depthRoad No 1=138.1 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 138.1 Cum |
| 98 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200i) Sand FillingRoad No 1=2.24 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 2.24 Cum |
| 99 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).(I) PCC Grade M10(i) (Nominal mix 1:3:6) Road No 1=6.31 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 6.31 Cum |
| 100 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).(II) PCC Grade M15 (i) (Nominal mix 1:2.5:5))Road No 1=38.99 Cum + Road No 2=0 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 38.99 Cum |
| 101 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303I. Cement concrete blocks cast in situ grade M 15 (size 400 mm X 400 mm X 150 mm ) over cement concrete ( with M 10 ) bedding of 150 mm thickRoad No 1=35.52 sqm + Road No 2=0 sqm + Road No 3=0 sqm +Road No 4=0 sqm+Road No 5=0 sqm+Road No 6=0 sqm+ Road No 7=0 sqm + Road No 8=0 sqm = Total 35.52 sqm |
| 102 | Repairing & Rehabilitation |
| 103 | Dismantling of Flexible PavementsDismantling of Flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRD Technical Specification Clause 202(For wearing coat of existing CD structures)By manual means-A)Bituminous CoursesRoad No 1=0.24 Cum + Road No 2=23.25 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=0 Cum+Road No 6=0 Cum+ Road No 7=0 Cum + Road No 8=0 Cum = Total 23.49 Cum |
| 104 | Bituminous concreteB. Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.40% 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 as per MoRT&H Specification Clause 507 complete in all respects.B. Grading II (For layer thickness 30-40mm) i) with Viscocity graded bitumen of VG-30 Road No 1=0.84 Cum + Road No 2=94.27 Cum + Road No 3=0 Cum +Road No 4=0 Cum+Road No 5=21.48 Cum+Road No 6=5.3 Cum+ Road No 7=0 Cum + Road No 8=3.54 Cum = Total 125.43 Cum |
| 105 | Tack Coat(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503Road No 1=15.75 Sqm + Road No 2=1154.96 Sqm + Road No 3=0 Sqm +Road No 4=0 Sqm+Road No 5=334.5 Sqm+Road No 6=86.75 Sqm+ Road No 7=0 Sqm + Road No 8=55 Sqm = Total 1646.96 Sqm |
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