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| 1 | 2.2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual Means (a) In area of non thorny jungle |
| 2 | 2.6 Dismantling of existing structures like culverts, bridges, retaining wall sand other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(b) Cement mortar |
| 3 | 2.13 Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.(b) Above 600 mm to 900 mm dia Hume pipe |
| 4 | 3.4 Construction of embankment with approved material obtained from borrow pits witha lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land |
| 5 | 3.14 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land |
| 6 | 4.1(A) 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. (ii) For Grading II Material |
| 7 | 4.7(III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages toproper 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 Clause 405. A By Manual Means |
| 8 | 6.7(A)(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete block shaving thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 9 | 10.16 Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specification sand drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75mm x 75mm of 12SWG sheet tube sposts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The topmost diamond plate will be welded to middle plate by 47mmx47mmof 12SWG steel plate tube. All M.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superiorquality inrequired shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.2 |
| 10 | 10.2.A.I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation withM15 grade cement concrete 450mm x450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 801ii 600mm equilateral triangle |
| 11 | iii 600mm circular |
| 12 | iv 800mm x 600mm rectangular |
| 13 | vii 900mm side octagon |
| 14 | 10.4.A(I) Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts75mmx75mmx6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 15 | 16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. |
| 16 | CD WORKSSLAB CULVERT11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling intrenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 17 | 11.4 PCC 1:3:6 in Foundation (plain cement 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including cuting for 14 daysA With river gravelI P.C.C grade M 10Nominal mix 1:3:6 |
| 18 | 11.4 Plain/ reinforced Cement Concrete in Open foundation complete as per Drawing and Technical SpecificationB. PCC Grade M15III. PCC Grade M15(i) Nominal Mix (1:2.5:5) |
| 19 | 11.6 Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203.I. Coursed rubble masonry (1st sort)In 1:4 Cement mortar. |
| 20 | 11.4 Plain/ reinforced Cement Concrete in Open foundation complete as per Drawing and Technical SpecificationIV RCC Grade M20 |
| 21 | 13.5 Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone |
| 22 | 12.11 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 3 8 |
| 23 | 12.9 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 |
| 24 | 12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 25 | 13.6 Construction of RCC railling of M30 grade in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical post not to exceed 1 in 500, cement to centre spacing between vertical post not to exceed 2000mm, leving adequate space |
| 26 | 13.10 Drainage Spouts complete as per drawing and Technical Specification. |
| 27 | Hume Pipe Culvert 600mm11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling intrenches with excavated suitable material.I Ordinary soilUpto 3 m depth |
| 28 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification clause 1109B. With natural gravelI. PCC grade M10(i) Nominal Mix 1:3:6 |
| 29 | Bedding for Pipe(i) Type A (Concrete Cradle) Bedding Laying Concrete cradle bedding M15 Grade Cement Concrete as per Clause 1105 (i) |
| 30 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, Protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.600mm dia. |
| 31 | Brick masonry work in cement martar in substructure compete excepting pointing and plastering, as per drawing and technical specification clauses 602, 603, 604, 1202 & 1204I. In 1:3 cement mortar. |
| 32 | Plastering with cement moartar (1:4), 15mm thick on brickwork in substructure as per technical specification. Please Enable Macros to View BoQ information |
