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| 1 | Cleaning of the existing black topped surface with brooms,soft brashes and finally dusting with old gunny bags and/orcompressed air to receive bituminious treatment, etc.complete |
| 2 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granula surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m |
| 3 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones andconsolidation with power road roller including spreading, watering and consolidation of bindingmaterial etc.(Measurements shall be considered on finished item) . |
| 4 | Providing and laying 50mm(consolidatedthickness)full grout using granitic or basaltic stone ofspecified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or sq.m. groutingwith hot bitumen straight run bitumen(or with suchhe Engineer-in-Charge)at 5.0kg. per sq. m. bindingwith key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in abituminious surface laid with F.E loader with 1 Cu.m.bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. |
| 5 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. |
| 6 | All kinds of soil |
| 7 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 8 | Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 9 | All works upto plinth level |
| 10 | Centering and shuttering including struttings, propping etc. and removal of formwork for : |
| 11 | Foundations, footings, bases for columns and mass concrete. |
| 12 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 13 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal sizeGranitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall e produced indicating grade of concret and minimumcontent of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. |
| 14 | Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity. |
| 15 | Size 1500 x 400 x 150 mm with reinforcement not less than 12 kg Please Enable Macros to View BoQ information |
