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| 1 | Clearing and Grubbing Road Land including uprooting wild vegeration, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removalof stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Specification Clause 201 as per Data Book item No. 2.2 (I)A |
| 2 | Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per technical specifiication clause 202 Data Book Item No. 3.4 |
| 3 | Construction of Granular sub-base 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.as per Data Book item No. 4.1(A)-(i) confirming to grading of GSB table 400.1 ( grade-1) by mix in place method |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/Base WBM 3 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Data Book item No. 4.7-3(A) |
| 5 | Provinding and laying of Rubble moulded Zig Zag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 6 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1 |
| 7 | Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I) |
| 8 | Cement concrete with 4cm (1/2\\") gauge approved stone ballast, approved coarse sand. cement in the proportion 12:6:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. As per PWD SOR Sl No. 273 |
| 9 | Brick Masonry Work in 1:4 cement, C. sand mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical Specification Clause 1109 as per Data Book item No. 9.10 (A) |
| 10 | Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13 |
| 11 | Providing and laying Plain Cement Concrete (Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 12 | Supply and fixing of PVC Pipe 110mm dia ISI Make. |
| 13 | Supply and fixing of sign boad with of complete or as per directed by engineer charges. |
| 14 | Cement concrete with 4cm (1/2\\") gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. As per PWD SOR Sl No. 281 |
| 15 | Random Rubble/R.C.R. Stone Masonry Work in cement mortar in foundation or Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (III)(ii) |
| 16 | Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2 |
| 17 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 18 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per Data Book item no. 12.10 |
| 19 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I) |
| 20 | Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7 Please Enable Macros to View BoQ information |
