| 1 | 1 | Environmental Work | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders (except sheet rocks and boulders requiring for blasting) including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P shoring and shuttering and dewatering if required etc. comp. as directed by EIC. | BI01010001010000000000000515BI0100001113 | 164 | Cum |
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| 3 | 1.02 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintegrated rock) removed by chiseling including dressing and leveling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department & as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 18.5 | Cum |
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| 4 | 1.03 | P.C.C of prop. (1:4:8) in foundation using 40mm. Size broken hard granite metal of approved quality from approved quarry including lowering,laying concrete to required levels laid in layers not exceeding 150mm thick including cost,conveyance,royalities of all materials,cost of all labour,T & P required for the work etc.required to complete as per direction of EIC. | BI01010001010000000000000515BI0100001115 | 89 | Cum |
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| 5 | 1.04 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips in all floors including hoisting and laying concrete,watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth,providing beads or grooves where necessary including cost,conveyance,royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills. in foundation Base | BI01010001010000000000000515BI0100001116 | 30 | Cum |
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| 6 | 1.05 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips in all floors including hoisting and laying concrete,watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth,providing beads or grooves where necessary including cost,conveyance,royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills in wall | BI01010001010000000000000515BI0100001117 | 123 | Cum |
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| 7 | 1.06 | R.C.C M-20 grade concrete with 20mm & down graded hard crusher broken granite chips in all floors including hoisting and laying concrete,watering and curing for three weeks centering and shuttering and finishing the exposed surfaces smooth,providing beads or grooves where necessary including cost,conveyance,royalities of all material,dismantling the centering,shuttering work after the period as specified by EIC and cost of all labour,T &P required for the work complete in all respect,excluding cost of reinforcement,binding wires and labour charges for bending,binding and tying the grills in flooring | BI01010001010000000000000515BI0100001118 | 10 | Cum |
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| 8 | 1.07 | Supplying HYSD bars of appd. Quality size and grade and cutting, bending, binding and tying the grills in proper position as required for the RCC work including cost, conveyance of HYSD bars (Fe500) and binding wires of 18 to 20 gauge and cost of labour, T&P required to comp. in all respect as directed by the EIC. | BI01010001010000000000000515BI0100001119 | 12.15 | Ton |
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| 9 | 1.08 | 12mm (1/2”) thick cement plaster (1:4) with neat cement punning over RCC wall including watering and curing etc. complete with cost, conveyance, royalty and cost of all materials and cost of all labour, T&P, required for the work complete as per specification & direction of EIC. | BI01010001010000000000000515BI0100001120 | 297 | Sqm |
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| 10 | 1.09 | Excavation for roadway 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 all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH and as per direction of EIC | BI01010001010000000000000515BI0100001121 | 43 | Cum |
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| 11 | 1.1 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH and as per direction of EIC | BI01010001010000000000000515BI0100001122 | 43 | Cum |
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| 12 | 1.11 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction as per specification and direction of EIC. | BI01010001010000000000000515BI0100001123 | 43 | Cum |
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| 13 | 1.12 | Rough stone dry packing in aprons and revetments and stone pitching in slopes withpicked up nallah boulder of size 15 cm and above including scaffolding and cost, conveyance, royalties of all materials , cost of all labour, T & P etc. required to complete the work as per direction of EIC. | BI01010001010000000000000515BI0100001124 | 2777 | Cum |
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| 14 | 1.13 | Filling in foundation and plinth or floor with excavated earth or moorum or extra good earth including laying, watering and ramming in 23 Cm (9\") thick layers with all necessary leads and lifts complete inclusive of all cost of labour T&P etc. complete as per direction of EIC. | BI01010001010000000000000515BI0100001125 | 64 | Cum |
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| 15 | 1.14 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineerin- charge within an initial lead of 1km from the place of excavation complete as per specification and direction of EIC. | BI01010001010000000000000515BI0100001126 | 30460 | Cum |
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| 16 | 1.15 | Excavation, loading and carriage by mechanical means in D.I. rock, laterite and soft rock not requiring blasting interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete as per specification and direction of EIC. | BI01010001010000000000000515BI0100001127 | 3385 | Cum |
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| 17 | 1.16 | Random rubble H.G Stone masonry in foundation and plinth in C.M(1:4) with rough stone granite of size not less than 0.025 cum including cost of all labour, scaffolding and cost. conveyance of all materials and T&P etc. required for the work etc. comp in all respect as per specification and direction of EIC | BI01010001010000000000000515BI0100001128 | 175 | Cum |
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| 18 | 1.17 | Supplying all labour and materials for construction of recharge pit of size 1.20 m dia and 3.00 mtr height including earthwork excavation in all kinds of soil and hard rock other than granite, fixing of RCC Nanda into the pit, filling the pit in layers with 5-20 cm boulder ,gravel and course sand , separating each layer with two layers of mosquito jally and covering the pit with RCC precast cover as per drawing and specification and as per direction of EIC. | BI01010001010000000000000515BI0100001129 | 6 | Each |
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