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| 1 | Earth work in excavation in foundation trenches in ordinary soil (Vide classification of soil, item:A) and disposal of excavated earth as obtain to a distance upto 50M including all leads, levelling ramming the foundation trenches removing roots of trees, shurbs all complete as per appeoved design, building specification and direction of E/I.(5.1.1) BCD |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurment compacted volume).(5.1.10) BCD |
| 3 | Supplying and laying(properly as per design and drawing) rip-rap with good quality boulders duly packed including the cost of materials,royality all taxes etc,but excluding the cost of carriage all complete as perspecification and direction of E/15.4 RCD |
| 4 | Providing P.C.C .M-20 in nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, including provision for expansion joint in intervals, taxes and royalty all complete as per building specification and direction of E/12.8 B, WRD |
| 5 | Filling in foundation tranches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurment compacted volume).5.1.8 BCD |
| 6 | Carriage of Materials |
| 7 | Cement Lead 30 km- 28 km (s) +2 km (k) |
| 8 | Sand Lead 12 km- 10 km (s) +2 km (k) |
| 9 | Stone chips Lead 35 km- 33 km (s) + 2km (k) |
| 10 | Stone Boulder Lead 35 km - 33 km (s) +2km (k) |
| 11 | Excavation for structures(earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps and other delerious matter, dressing of sides and bottom, backfilling the excavation earth to theextent required and utilising the remaining earth locally for road work(depth upto 3 m). …..(3.13)(i) B,(CORRIGENDUM),PAGE NO-70, RCD |
| 12 | Providing and layingPITHING ON SLOPES LAID OVER PREPARED FILTER MEDIA INCLUDING BOULDER APRON LAID DRY IN FRONT OF TOE OF EMBANKMENT complete as per drawing and technical specifications stone boulder...(15.4)A,,PAGE NO-111,PART B, (CORRIGENDUM) RCD |
| 13 | P.C.C 1:3:6) in foundation (plain cement concrete nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed, plaed in foundation and compacted by vibration including curing for 14 days.(12.4)PAGE NO-93 PART B, (CORRIGENDUM) RCD |
| 14 | Providing stone masonarywork in C.M (1:3) in FOUNDATIONcomplete as drawing andtechnical specification Random Rubble Masonry (12.7)B, PART B,PAGE NO-93(CORRIGENDUM) RCD |
| 15 | Providing random rubble stone masonary in C.M (1:3) in SUPERSTRUCTUREComplete as per drawing and technical specificatios(13.4)A,PAGE NO-103 ,PART B,(CORRIGENDUM) |
| 16 | Providing Plain reinforced cementconcrete in sub-structure complete as per drawing and technical specifications p.c.c M15 (1:2:4) mix of ... (13.5)A,PAGE NO-103 PART B,(CORRIGENDUM) |
| 17 | Providing 25 mm thickwater proof cement plaster ...5.7.16, PART A( common) ,PAGE NO-37 (CORRIGENDUM) WRD |
| 18 | provinding weep holesin brick masonary plain reinforcement concrete abutment,wing wall ,retuer wall with 100 mm dai A.C PIPE..-(13.8) PART B,PAGE NO-104 (CORRIGENDUM)RCD |
| 19 | Carriage of Materials |
| 20 | Cement Lead 30 km- 28 km (s) +2 km (k) |
| 21 | Sand Lead 12 km- 10 km (s) +2 km (k) |
| 22 | Stone chips Lead 35 km- 33 km (s) + 2km (k) |
| 23 | Stone Boulder Lead 35 km - 33 km (s) +2km (k) |
| 24 | G.S.T |
| 25 | Labour Cess |
