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| 1 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling 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 clasue 201.(i) By Manual Means(A) In area of non thorny jungle. |
| 2 | Compacting original ground supporting subgradeLooseningof thegrounduptoa level of 300mmbelowthe subgrade level, watered,graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical SpecificationClause303.5.2. |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to 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 up to 1000m as per Technical Specification Clause 301.5(a) from private land. |
| 4 | 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 303.1(a) Private land. |
| 5 | Granular Sub-Base with Well Graded Material (Table 400.1) 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 with OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method(II) For Grading II Material. |
| 6 | Water Bound Macadam Sub-base/base(III) WBM Grading 3Using stone screening Type-B 11.2 mm for Gr.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 80-100 kN in stages to proper gtrade 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 |
| 7 | Interlocking concrete Block PavementI) Providing and laying interlocking concrete block pavement (M40) grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.A) Including Edge block/Edge restraints |
| 8 | Traffic Signs(A) Retro-reflectorised Traffic Signs(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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.(ii) 600mm equilateral triangle |
| 9 | (iii) 600mm circular |
| 10 | (iv) 800 mm x 600 mm rectangular |
| 11 | (vii) 900mm side octagon |
| 12 | Kilometer stone-Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC :8 fixing in position including painting and printing etc. as per drawing and technical specifiction clause 1703.(ii) Ordinary Kilometer Stone (Precast) |
| 13 | (iii) 200m Stone (Precast) |
| 14 | Providing and fixing 'Logo' of PMGSY ProjectProviding and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flate iron 25mm x 5m size on back on edge. 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600m 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 1700.1 |
| 15 | Road Makers/Road Stud with Lens Reflector :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 |
| 16 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.b. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 17 | Rubberised Rumble Strips |
| 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 | Construction of RCC Box Cell Culvert: L-7.5m Size: 2 cell x 2.00m x 2.00mEarthwork 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 SoilUpto 3.00m depth |
| 20 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9I. Sand filling |
| 21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.A. With Crushed Stone(III) PCC Grade M20 Nominal mix (1:2:4) |
| 22 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.A. With Natural GravelIV. R.C.C. Grade M20 |
| 23 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 24 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204.A. With Natural GravelIV. R.C.C. grade M25(i) For height upto 5m |
| 25 | Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 26 | Providing weep holes in brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specification. Clauses 614, 709, 1204.3.7 |
| 27 | Construction of RCC railing of M25 grade in cast-in-situ with 20mm 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 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3 |
| 28 | 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 |
| 29 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8A. Granular Material |
| 30 | P.C.C. M15 ordinary grade(1:2.5:5) levelling course below approach slab complete asper drawingand technical specifications Clauses 800and 1211A With crushed stoneI Nominal mix (1:2.5:5) |
| 31 | Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211A With crushed stone |
| 32 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304iii. Cement concrete grade M 10 |
| 33 | Drainage Spouts complete as per drawing and Technical Specification. |
| 34 | Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall |
| 35 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.a) 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. |
| 36 | Construction of temporary Bamboo bridge of 3.70m clear roadway with Bholukaor Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to120cm apart in both layers and two layers of jati bamboo chattais (top layer should be daigonally woven), 70mm to 100mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at 150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows. All tying must be done with cane or coir string and only mature bamboo should be used in work. |
| 37 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surfaces as per drawing and Technical Specification Clause 1701 Please Enable Macros to View BoQ information |
