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| 1 | Excavation in ordin ary rock using manual means including loadin g in a truck and carrying of excavated material to embankment site with a lift up to all heights including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 2 | Providing and laying plain cement concrete 1:5:10 (one cement : five sand : ten graded stone 40mm nominal size) mixing by mechanical concrte mixture 0.40/0.28 cubic metre and vibrated mechanically so as to give a compressive strength and curing completed including the cost of form work as per drawing and tecical specification clause 802, 803, 1202 and 1203including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 3 | Providing an laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 820, 803, 1202 and 1203 (C.C. 1:6:12 40mm nominal size)including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 4 | Providing an laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 820, 803, 1202 and 1203 (C.C. 1:4:8 25mm nominal size)including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 5 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203 in cement mortar 1:6including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 6 | Construction of dry rubble masonry for retaining walls, breast wals, reventment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clauses 704.6 and 1302.5 including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 7 | Stone behind retaining walls including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 8 | Providing and laying PVC pipe for weep hole 100mm diaincluding carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 9 | Providing and laying reinforement cement concrete pipe NP2 for culvert on first class bending of granular materials in single row including fixing collar with cment and masonry work in head walls and parapets clause 1108 including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 10 | Providing and laying of boulder apron laid in wire crate with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100x100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and tech ical specifications colause 1301including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 11 | Preparation of sub grade by dressing to camber (earth work for cutting involved for sub grade to be paid separately) depending upon the classifiction of soilsincluding carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 12 | Consolidation of sub grade with road foller including making good the undulation etc with earth or quarry soil etc. and re=rolling the sub-grade completed as per HPPWD specification (note : one road roller does 1280 sqm of consolidation per day of 5.5 hours and uses 22 letre of diesel/m.oil)including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
| 13 | Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification, 100mm spread thickness (finished work inclcuding materials and labour)including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts. |
