| 1 | 1 | (i) Laisong Rajabazar Road from Ch.10800.00M to Ch.14500.00M) Scarifying the existing bituminous surafce up to a depth of 150mm & disposal of scarified materials with a lift of 3.00m & a lead of 1000 m as per technical specification Clause 301.4(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001113 | 13875.4 | Sqm. |
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| 2 | 2 | Excavation 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, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3(From Ch.4000.00M to Ch.10800.00M) | BI01010001010000000000000515BI0100001114 | 1456.88 | Cum |
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| 3 | 3 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.(a)Private land(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001115 | 2997 | Cum |
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| 4 | 4 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401(I) For Grading - II Material(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001116 | 1091.84 | Cum |
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| 5 | 5 | 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-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade & camber,applying & brooming,stone screening/binding materials to fill up the interstics of coarse aggregates,watering & compacting to the required density,Grading-II as per Technical Specification,Clause-405.A. By manual means (From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001117 | 650.75 | Cum |
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| 6 | 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade & camber,applying & brooming,stone screening/binding materials to fill up the interstics of coarse aggregates,watering & compacting to the required density,Grading-III as per Technical Specification,Clause-405.A. By manual means (From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001118 | 1526.25 | Cum. |
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| 7 | 7 | 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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(i) With bitumen emulsion-CSS-1h(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001119 | 20350 | Sqm. |
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| 8 | 8 | Providing and applying Tack Coat with bitumen emulsion pressure distributor at the rate 0.20-0.25 Kg/Sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per technical specification.Clause-503(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001120 | 20350 | Sqm. |
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| 9 | 9 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)( including carriage up to initial lead of 5.0 km) ( The penetration grade bitumen shall have kinematic viscisity lying in the range 1x104 to 7x105 centistokes)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) Without anti stripping agent (I)' Paving bitumen 60/70 or VG-30 grade \nCase - II : 9.5 mm nominal size chipping (From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001121 | 20350 | Sqm. |
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| 10 | 10 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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@ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect..(A) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification),a)(I)'with 60/70 or VG-30 grade bitumen,(ii) for GradingII(10 mm nominal size)(From Ch.10800.00M to Ch.14500.00M) | BI01010001010000000000000515BI0100001122 | 508.75 | Cum. |
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| 11 | 11 | Planting trees & their maintenance for three years(Planting trees by road side(Avenue trees) in 0.60m. Dia holes,1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,planting of saplings,backfilling the trenches,watering,fixing the tree guard & maintaining the plants for three years. | BI01010001010000000000000515BI0100001123 | 37 | Each |
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| 12 | 12 | (ii) Mazargram T.E. Road Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m transporting to site, spreading , grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5. (I) Private Land | BI01010001010000000000000515BI0100001124 | 3484.75 | Cum |
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| 13 | 13 | Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 (I) Private land | BI01010001010000000000000515BI0100001125 | 2463.93 | Cum |
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| 14 | 14 | Construction of Granular Sub Base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001126 | 448.88 | Cum |
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| 15 | 15 | 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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading III (3) Using Screening Type B (11.2 mm Agg) | BI01010001010000000000000515BI0100001127 | 224.44 | Cum |
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| 16 | 16 | Providing and laying Interlocking Cement Conc. Block Pavement (M-40) having thickness 80mm as per technical specification clause 1504 (inclusive edge restrains and carriage) (Rate is excluding of 12% GST, 1% LWC and 0.5% SWACHA BHARAT) | BI01010001010000000000000515BI0100001128 | 2992.5 | Sqm |
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| 17 | 17 | Construction of 1000mm dia HP (NP3) Single opening Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil, (i) Up to 3.00m depth. | BI01010001010000000000000515BI0100001129 | 40.66 | Cum |
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| 18 | 18 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802, 803, 1202, & 1203,. B. With Natural Gravel, ( PCC Grade M10 )(I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001130 | 12.19 | Cum |
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| 19 | 19 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802, 803, 1202, & 1203. B. With Natural Gravel (III) PCC Grade M20 (I) nominal mix 1:2:4. | BI01010001010000000000000515BI0100001131 | 36.94 | Cum |
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| 20 | 20 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000mm dia HP | BI01010001010000000000000515BI0100001132 | 20 | Rm |
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| 21 | 21 | Construction of 600mm dia HP Culverts Excavation for structures Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil, (i) Up to 3.00m depth. | BI01010001010000000000000515BI0100001133 | 7.89 | Cum |
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| 22 | 22 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. With Natural Gravel ( PCC Grade M10 )(I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001134 | 2.85 | Cum |
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| 23 | 23 | Brick masonary work in cement mortar 1:3 in substructure complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4 cement morter | BI01010001010000000000000515BI0100001135 | 8.13 | Cum |
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| 24 | 24 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm dia HP | BI01010001010000000000000515BI0100001136 | 7.5 | Rm |
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| 25 | 25 | Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification. | BI01010001010000000000000515BI0100001137 | 16.76 | Sqm |
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| 26 | 26 | Construction of Cement Conc. Retaining Wall Earthwork in excavation for structure as per drawing and technical specification clause305.1 including setting out, construction of shoring and bracing etc…etc…I. Ordinary soil(i) Up to 3.00m depth | BI01010001010000000000000515BI0100001138 | 69.8 | Cum |
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| 27 | 27 | Providing conc. In Plain / Reinforced cement conc. In open foundation complete as per drawing and specification etc…B. with natural gravelI. PCC Grade M-10Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001139 | 7.76 | Cum |
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| 28 | 28 | Providing conc. In Plain / Reinforced cement conc. In Sub-Structure complete as per drawing and specification etc…B. with natural gravelII. PCC Grade M-20Nominal mix 1:2:4 | BI01010001010000000000000515BI0100001140 | 81.08 | Cum |
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| 29 | 29 | RCC Kerb and Railing for existing Bridge Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802, 803, 1202, & 1203. B. With Natural Gravel (IV) RCC Grade M20 | BI01010001010000000000000515BI0100001141 | 3.08 | Cum |
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| 30 | 30 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001142 | 0.13 | MT |
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| 31 | 31 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | BI01010001010000000000000515BI0100001143 | 22 | Rm |
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| 32 | 32 | (iii) Road from E&D Dyke to Satyamala House Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. i. Private Land | BI01010001010000000000000515BI0100001144 | 4920.49 | Cum |
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| 33 | 33 | Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 (I) Private land | BI01010001010000000000000515BI0100001145 | 1854.4 | Cum |
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| 34 | 34 | Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | BI01010001010000000000000515BI0100001146 | 343.13 | Cum |
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| 35 | 35 | 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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading III (3) Using Screening Type B (11.2 mm Agg) | BI01010001010000000000000515BI0100001147 | 171.56 | Cum |
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| 36 | 36 | Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. | BI01010001010000000000000515BI0100001148 | 2287.5 | Sqm |
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| 37 | 37 | Planting of Trees and their Maintenance for three years (planting of trees by therad side (avenue trees) in 0.60m dia holes, 1 m dep dug in the ground etc… | BI01010001010000000000000515BI0100001149 | 20 | No |
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| 38 | 38 | 600 DIA HP CULVERT NP-3 Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil, (i)Up to 3.00m depth. | BI01010001010000000000000515BI0100001150 | 58.21 | Cum |
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| 39 | 39 | Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6. | BI01010001010000000000000515BI0100001151 | 4.32 | Cum |
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| 40 | 40 | Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105(i) (A) With Crusehed Stone (ii)Nominal Mix 1:2.5:5 (Hand mix) | BI01010001010000000000000515BI0100001152 | 2.86 | Cum |
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| 41 | 41 | Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4cement morter | BI01010001010000000000000515BI0100001153 | 18.86 | Cum |
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| 42 | 42 | Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm Dia | BI01010001010000000000000515BI0100001154 | 15 | Rm |
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| 43 | 43 | Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification. | BI01010001010000000000000515BI0100001155 | 34.12 | Sqm |
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