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| 1 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Clause 201.(i) By Manual Means(A) In area of non thorny jungle. |
| 2 | 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 1000m as per Technical Specification Clause 202.(b) Cement mortar |
| 3 | Removing all types of Hume pipe sand stacking within a lead of 1000m including Earth work and Dismantling of Masonry Works as per Technical Specification Clause 202.(b) Above 600 mm to 900 mm dia Hume pipe |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 | Construction of Sub grade 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 up to 1000m as per Technical Specification Clause 300.1(I) Private Land. |
| 6 | 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 with 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 | 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 80-100 kn in stages to proper 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 Mannual Means |
| 8 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 9 | Providing and Fixing 'Logo' of PMGSY ProjectProviding 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 25mm x 5m 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 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove 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 1700.2 |
| 10 | 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, 600 mm below ground level as per drawings and Technical Specification Clause 801.ii. 600mm equilateral triangle |
| 11 | iv. 800mm x 600mm rectangular |
| 12 | v. 600mm x 450mm rectangular |
| 13 | vii. 900mm side octagon |
| 14 | 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, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. |
| 15 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in100mm x 100mm mesh (woven diagonally) including 10 per cente xtra for lap sand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301. |
| 16 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in100mm x 100mm mesh (woven diagonally) including 10 per cente xtra for lap sand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301. |
| 17 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in100mm x 100mm mesh (woven diagonally) including 10 per cente xtra for lap sand joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301. |
| 18 | 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. |
| 19 | RCC Hume Pipe Culvert 1000mmEarthwork in excavation for structures as per drawing and technical specification 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(i) Upto 3m depth |
| 20 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.B. With natural gravelI. PCC grade M10(i) Nominal mix 1:3:6. |
| 21 | Bedding for pipe(A) Type A (Concrete Cradle) Beddingi) Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) |
| 22 | 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 1106.1000mm dia |
| 23 | Brick Masonry Work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification cluase 602, 603, 604, 1202 & 1204.I. In 1:3 cement mortar |
| 24 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification. |
| 25 | Slab Culvert WorksEarthwork 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary soil(i) Upto 3 m depthA. Manual Means (Depth up to 3m). |
| 26 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).A. With Natural GravelsI. P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 27 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specification.B. PCC Grade M15III. PCC grade M15(i) Nominal mix (1:2.5:5) |
| 28 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.I. Coursed rubble masonry (1st sort)In 1:4 cement mortar |
| 29 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and Technical Specification.IV. RCC Grade M20 |
| 30 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3A. With crushed stone |
| 31 | 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 |
| 32 | 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 |
| 33 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 34 | Construction of R.C.C. railing of M 30 grade in cast-in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance of vertical railingpost not to exceed 1 in 500, centre-to-centre spacing between verticalposts not to exceed 2000 mm as per drawing and technical specificationsClauses 800, 900 and 1208.3 |
| 35 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 36 | Slab Culvert WorksEarthwork 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary soil(i) Upto 3 m depth |
| 37 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand technical specifications Clause 802, 803, 1202 & 1203.A. With crushed StoneI. P.C.C grade M 10Nominal mix 1:3:6 |
| 38 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing sand technical specifications Clause 802, 803, 1202 & 1203.A. With crushed StoneII. P.C.C grade M 15Nominal mix (1:2:5:5) |
| 39 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. With Crushed StoneI. P.C.C grade M 15i)Nominal mix (1:2.5:5) |
| 40 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 41 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. |
| 42 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5A. With crushed stoneI. R.C.C grade M 20i. For nominal mix 1:2:4a) Height upto 5M |
| 43 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3A. With crushed stone |
| 44 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 45 | 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 |
| 46 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB100(100x75) at 2.5 m interval and three rows of 50mm dia steel pipes (light) including fixing in positionon bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 47 | Filler Jointii) Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications. |
| 48 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(i) Granular material |
| 49 | Construction 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 upto 1000 m as per Technical Specification Clause 301.5 |
| 50 | RCC Hume Pipe Culvert 600mmEarthwork in excavation for structures as per drawing and technical specification 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(i) Upto 3m depth |
| 51 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.B. With natural gravelI. PCC grade M10(i) Nominal mix 1:3:6. |
| 52 | Bedding for pipe(A) Type A (Concrete Cradle) Beddingi) Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) |
| 53 | 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 1106.1000mm dia |
| 54 | Brick Masonry Work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification cluase 602, 603, 604, 1202 & 1204.I. In 1:3 cement mortar |
| 55 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in substructure as per technical specification. Please Enable Macros to View BoQ information |
