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| 1 | 2.2: Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, 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 MORTH specification 201.(i) By Manual Means(A) In area of non thorny jungle. |
| 2 | 3.4: 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 meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5(I) Private Land. |
| 3 | 3.14: Construction of sub-grade and earthen shoulders with approved material obtained from borrow fits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with a lead upto 1000m as per Technical Specification Clause 303.1.(i) Private land |
| 4 | 4.1(Analysis): 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. |
| 5 | 4.7(2)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-2 as per Technical specification Clause 405. (A) By Manual Means |
| 6 | 4.7(3)(Analysis): Providing, laying, spreading and compacting graded stone aggregates to water bound macadam specification including spreading uniform thickness, hand packing rolling with smooth wheel roller 80-100kN in stages………….. Required xdensity Grading-3 as per Technical Specification Clause 405. (A) By Manual Means |
| 7 | 5.1(iii): Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.C.D. Approach |
| 8 | 5.2(iii): Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg/sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503.C.D. Approach (For BM Works) |
| 9 | 5.3: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired.C.D. Approach |
| 10 | 17.2: Semi-Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, alying with a hydrostatic paver finisher with sensor control to the reqd. grade, level alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect including carriage of mixed materials up to 10.0 km initial lead from mixing plant) (Including cost of testing materials at site and laboratory as directed by the deptt.) :: (I) With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H :: (A) With 60/70 or VG-30 grade bitumen :: (ii) for grading II (10 mm nominal size) specification).C.D. Approach |
| 11 | 10.16: Providing and fixing of typical PMGSY 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 75mm 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 Clause 1701 and Annexure 1700.1. |
| 12 | Construction of RCC Drain With Slab:11.1: Earthwork 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 Upto 3.00m depth. |
| 13 | 11.4, B, i: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M10 Nominal Mix (1:3:6) |
| 14 | 11.4, B, ii: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M15 Nominal Mix (1:2.5:5) |
| 15 | 12.6: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary Producer TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 16 | 12.5,B, iii, i: Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204.B. With Natural GravelIII. R.C.C. Grade M20 (i) For height upto 5 m |
| 17 | 12.9: Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutement, 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 speicification Clauses 614, 709, 1204.3.7. |
| 18 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii). Sandy material |
| 19 | Construction of RCC Storm Drain:11.1: Earthwork 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.V. Marshy Soil |
| 20 | 11.4, B, i: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M10 Nominal Mix (1:3:6) |
| 21 | 11.4, B, ii: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M15 Nominal Mix (1:2.5:5) |
| 22 | 12.6: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary Producer TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 23 | 12.5,B, iii, i: Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204.B. With Natural GravelIII. R.C.C. Grade M20 (i) For height upto 5 m |
| 24 | 12.9: Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutement, 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 speicification Clauses 614, 709, 1204.3.7. |
| 25 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii). Sandy material |
| 26 | Construction of RCC Box Culvert 1.00mx 1.00m- 1 Cell (14 Nos.):11.1: Earthwork 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 Upto 3.00m depth. |
| 27 | 11.4, B, ii: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelI. P.C.C. Grade M15 Nominal Mix (1:2.5:5) |
| 28 | 12.5,B, iii, i: Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204.B. With Natural GravelIII. R.C.C. Grade M20 (i) For height upto 5 m |
| 29 | 13.1: Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification Clauses 800, 1205.4 and 1205.5.B. With natural GravelI. RCC Grade M20 (i) Nominal mix 1:2:4. |
| 30 | 12.6: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary Producer TATA/SAIL/Esser Steel/Jindal steel/Shyam steel/RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 31 | 13.2: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202. |
| 32 | 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.B. With Natural gravel |
| 33 | 12.9: Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutement, 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 speicification Clauses 614, 709, 1204.3.7. |
| 34 | 12.10: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8.ii). Sandy material Please Enable Macros to View BoQ information |
