| 1 | 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. | BI01010001010000000000000515BI0100001112 | 776.002 | Cum |
|---|
| 2 | 1.02 | 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. | BI01010001010000000000000515BI0100001113 | 238.8 | Cum |
|---|
| 3 | 1.03 | Filling foundation and plinth with river sand, well watered, rammed including cost, conveyance, royalties of materials, cost of all labour and T&P required for the work etc. complete as per direction of EIC. | BI01010001010000000000000515BI0100001114 | 485 | Cum |
|---|
| 4 | 1.04 | C.C of prop (1:3:6) 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 centering & shuttering cost, conveyance, royalties of all materials, watering and curing and cost of all labour, T&P required to complete the work etc. as per direction of EIC. | BI01010001010000000000000515BI0100001115 | 7.5 | Cum |
|---|
| 5 | 1.05 | Fly ash brick masonry in C.M.(1:6) having minimum crushing strength of 75 Kg/Cm2 size of 25cmx12cmx8cm in foundation and plinth and basement, ornamental molding and other similar type of works with all necessary projections, splays corbelling, cutting, champering, including cost conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. compl. in all respect as per direction of EIC. | BI01010001010000000000000515BI0100001116 | 24 | Cum |
|---|
| 6 | 1.06 | 12mm (1/2”) thick cement plaster (1:4) with neat cement punning over brick masonry wall in all floors after racking out the joints 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. | BI01010001010000000000000515BI0100001117 | 265 | Sqm |
|---|
| 7 | 1.07 | P.C.C of prop (1:2:4) over existing surface using 20mm down graded size hard crusher broken granite chips of appd. quality from approved quarry including side shuttering, lowering, laying, concrete etc. comp. to required levels laid in layers not exceeding 150mm thick including cost, conveyance, royalities of all materials and cost of all labour, T&P required for the work etc. comp. as per direction of EIC. | BI01010001010000000000000515BI0100001118 | 76 | Cum |
|---|
| 8 | 1.08 | 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 Cover slab over drain | BI01010001010000000000000515BI0100001119 | 1.013 | Cum |
|---|
| 9 | 1.09 | 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 in all floors, including cost, conveyance, taxes of HYSD bars Fe500 and binding wires of 18 to 20 gauge and cost of labour, T&P and other materials required to comp. in all respect as directed by the EIC. | BI01010001010000000000000515BI0100001120 | 0.08 | Ton |
|---|
| 10 | 1.1 | Construction of cement concrete factory made kerb wall with top and bottom width 115 and 165 mm respectively, 250mm high in M-25 grade, PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually all complete as per Cluase No: 408 of MoRT&H and direction of EIC. | BI01010001010000000000000515BI0100001121 | 1194 | Mtr |
|---|
| 11 | 1.11 | Providing and laying inter locking precast concrete block pavements having thickness 80mm as per technical specification Clause No: 1504 of MoRD including cost, conveyance, royalty of all materials, cost of all labour, T&P required to complete the work as per direction of EIC. (Make:- GICO or equivalent) | BI01010001010000000000000515BI0100001122 | 2090 | Sqm |
|---|
