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| 1 | Earth work in excavation of foundation by hydraulic excavator in all type of soil with proper disposal including lead up to 30 m and lift up to 1.5 M with levelling, dressing to profile and manual compaction etc required for proper completion of work as per direction of Engineer-In-Charge. But excluding Cost of GST. |
| 2 | Supplying & Dumping of Nylon crate of size 1MX1MX1M having mesh size 200mmX200mm weight not less then 165 gm/nos. packed with RBM filled new EC bag sewed with machine for making plateform including collection of R.B.M. with mud pump and cost of all material, labour, T&P etc required for proper completion of work as per direction of Engineer-In-Charge. But excluding Cost of GST. |
| 3 | Supplying & Laying Mirzapur stone boulder 25 kg to 60 kg manually placed and closely packed in mechanically woven double twisted hexagonal wire crate of class 2 as per IS 16014:2014 of required size 2.00Mx1.50Mx0.45M with two diaphragm having mesh size 12cmX10cm dia 2.70/3.70 mm (ID/OD) galvanized steel wire with polymer coated in launching apron including all lead & lift, cost of all material, wire crate, labour, T&P, Carriage etc required for proper completion of work But excluding Cost of GST. |
| 4 | Supplying & Laying Mirzapur stone boulder 25 kg to 60 kg manually placed and closely packed in mechanically woven double twisted hexagonal wire crate of class 2 as per IS 16014:2014 of required size 2.00Mx1.50Mx0.30M with two diaphragm having mesh size 12cmX10cm dia 2.70/3.70 mm (ID/OD) galvanized steel wire with polymer coated in launching apron including all lead & lift, cost of all material, wire crate, labour, T&P, Carriage etc required for proper completion of work But excluding Cost of GST. |
| 5 | Supplying & Laying Geotextile sheet 200 GSM woven multifilament polypropylene yarn on slope of bank with pegs including preparation of sub-grade and cost of all material, labour, T&P etc required for proper completion of work. But excluding Cost of GST. |
| 6 | Supplying & Laying Mirzapur stone boulder 25kg to 60kg manually placed & closely packed in mechanically woven double twisted hexagonal wire crate of class 2 as per IS 16014:2014 of required size 2.00Mx1.50Mx0.30M with two diaphragm having mesh size 12cmX10cm dia 2.70/3.70 mm (ID/OD) galvanized steel wire with polymer coated in slope pitching work including all lead & lift, cost of all material , wire crate, labour, T&P, Carriage etc required for proper completion of work But excluding Cost of GST. |
| 7 | Earth work in making embankment by transported approved earth with all lead and lift, transporting to site, spreading and grading to require section and mechanically compacted by vibro compactor to achieve 96% density (OMC). The earth should be laid down in layes of not more than 23 cm thickness and compacted to 15 cm before laying next layer, including cost of watering, leveling, excavation, loading, unloading, cartage and dressing to profile, all material, labour, T&P etc required for proper completion of work as per Engineer-In-Charge. But excluding Cost of GST. |
| 8 | Granular Sub Base Grading 1 Construction of Granular sub base grade I 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 (Optimum Moisture Content) and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification But excluding Cost of GST. |
| 9 | W.B.M. Grading-2- Providing, Laying, Spreading and Compacting of 45-63 mm stone aggregate of specific sizes to water bound macadam grading -2 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading-2 as per Technical specification and as per direction of Engineer-In-Charge But excluding Cost of GST. |
| 10 | W.B.M. Grading-3- Providing, Laying, Spreading and Compacting of 22.40-53 mm stone aggregate of specific sizes to water bound macadam grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading -3 as per Technical specification Clauses 405 and as per drawing and direction of Engineer-In-Charge But excluding Cost of GST. |
| 11 | Providing and applying Tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 to 0.45 Kg per Sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical specification and as per direction of Engineer-in-charge. But excluding Cost of GST. |
| 12 | Providing, Laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.60 mm aggregate either using penetration grade bitumen or (VG-10) @ 1.46 kg/sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN Static roller capacity, finished to the required level and grades including all material, labour, T & P, hire fuel charge of mix all and roller etc. required for proper completion of the work as per Technical specification and as per direction of Engineer-in-charge. But excluding Cost of GST. |
| 13 | Providing and Laying seal coat type C with 6.7 mm stone chipping @ 0.009 cum/sqm precoated with bitumen VG 10 @ 0.65 kg/sqm in a suitable mix all plant and rolling with three wheel 80-100 KN static roller to the specified levels, grade and cross fall using type \\"C\\" as per Technical specification and as per direction of Engineer-in-charge. But excluding Cost of GST. |
| 14 | Brick edging on Both side of the Road with Ist class Brick 8cm.(3”) wide and 12cm(4.1/2”) deep laid with mud mortar including all labour & supply of bricks, finished to the required template and in proper alignment and also including, dressing and ramming the excavated earth including all labour, T&P etc required for proper completion of work as per direction of Engineer-In-Charge.But excluding Cost of GST. Please Enable Macros to View BoQ information |
