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| 1 | 1.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. A) In area of non thorny jungle |
| 2 | 2.Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i)Private land |
| 3 | 3.Construction of Subgrade and Earthen ShouldersConstruction 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 |
| 4 | 4.A) By Mix in Place MethodConstruction 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 401G.S.B. Gr-II |
| 5 | 5.Water Bound MacadamProviding, 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 80-100 kN in stages to proper handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.3) Grading-III A) By manual means |
| 6 | 6.Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.a) Including Edge Block/Edge restraints |
| 7 | 7.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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm,600mm below ground level as per drawings and Technical Specification Clause 801ii) 600 mm Circular |
| 8 | iv) 800 mm x 600 mm rectangle |
| 9 | 8.Providing and fixing of road stud 100 x 100 mm die cast in aluminium,resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 |
| 10 | 9.Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 m size on back on edges. The lower plate will bewelded with MS angle iron frame of 25 mm x 25 mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will bewelded to 2nos.75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will bewelded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllM.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required 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 1700.1 |
| 11 | 10.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. |
| 12 | 11.Providing High-quality PVC Color:Bright Yellow and black segments speed breaker |
| 13 | 12. CD Work: Construction of RCC Slab Culvert 2.00m span at Ch 800.00 m, 1 No.Earthwork in excavation for structure 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 backfilling in trenches with excavated suitable material.I) Ordinary Soil |
| 14 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With Crushed stoneI. P.C.C grade M 10Nominal mix 1:3:6 |
| 15 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802,804,805, 806, 807, 1202 and 1204 A)With Crushed StoneI. P.C.C grade M15I. Nominal mix (1:2.5:5) |
| 16 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification clauses 800, 1205.4, and 1205.5 A) with crushed stoneI) R.C.C grade M 20iii) For Design mix RCC M20 |
| 17 | Providing and laying cement conrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3A. With Crushed Stone |
| 18 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 7709, 1204.3.7 |
| 19 | Drainage spouts complete as per drawing and technical specifications clauses 1209 |
| 20 | 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 |
| 21 | Supplying, fitting and placing TMT bar reinforcement (Fe500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 22 | Construction of R.C.C. railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 23 | 13.CD Work: Construction of RCC Slab Culvert 3,00 m span at Ch 200.00m & Ch 270.00m, 2 Nos.Earthwork in excavation for structure 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 backfilling in trenches with excavated suitable material.I) Ordinary Soil |
| 24 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With Crushed stoneI. P.C.C grade M 10Nominal mix 1:3:6 |
| 25 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802,804,805, 806, 807, 1202 and 1204 A)With Crushed StoneI. P.C.C grade M15I. Nominal mix (1:2.5:5) |
| 26 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification clauses 800, 1205.4, and 1205.5 A) with crushed stoneI) R.C.C grade M 20iii) For Design mix RCC M20 |
| 27 | Providing and laying cement conrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3A) With crushed stone |
| 28 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 7709, 1204.3.7 |
| 29 | Drainage spouts complete as per drawing and technical specifications clauses 1209 |
| 30 | 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 |
| 31 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement in substructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202 |
| 32 | Construction of R.C.C. railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 Please Enable Macros to View BoQ information |
