|
| 1 | Dismantling concrete (d) Cement concrete plain 1:2:4 mix (Pb. C.S.R. Ref. No.8.6) (d) (L/R) |
| 2 | Dismantling pucca grouted pitching(Pb. C.S.R. Ref. No. 8.4) (L/R) |
| 3 | Dismantling concrete : (a)Lime concrete, cement concrete of 1:6:12 or leaner mix (Pb. C.S.R. Ref. No. 8.6(a)) (L/R) |
| 4 | Dismantling stone masonry/Rubble masonryincluding stacking of serviceable materials anddisposal of unserviceable materials (b) in cement (Pb. C.S.R. Ref. No. 8.1(b)) (L/R) |
| 5 | Scraping: Dismantling boulder masonry/concrete(Pb. C.S.R. Ref. No. 8.31 (h)) (L/R) (i) In Cement or Lime |
| 6 | Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in cement mortar 1:7.Using old/recovered boulders, Non schedule item |
| 7 | Random rubble masonry or polygonal rubble masonry (Kentish Rag) or random or polygonal rubble built to courses in foundations and plinth in cement mortar 1:7 including carriage(Pb. C.S.R. Ref. No.12.29 (T/R)) |
| 8 | Earth work in excavation of foundations of bridges culverts, building including handling of material with a combined lead of 15 meters dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around (b) For semi conglomerate soil of the nature of pick jumper work. (Pb. C.S.R. Ref. No.6.7) (b) (L/R) |
| 9 | Dressing of earth work :- Repair work(Pb. C.S.R. Ref. No.6.3 (ii) (L/R) |
| 10 | Earth filling : Earth work (inclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating with carriage, (Pb. C.S.R. Ref. No.6.8 b (i)+6.4(a)+5.2 (i)+4.1(A)) |
| 11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications(Pb. C.S.R. Ref. No.21.35 (T/R) |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.(Pb. C.S.R. Ref. No.21.37 (T/R) |
| 13 | Cement Concrete 1:5:10 with stone aggregates 40 mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type (Pb. C.S.R. Ref. No.10.9 (b) (ii) (T/R) |
| 14 | Cement Concrete 1:6:12 with stone aggregates 40 mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type CSR 10.8 (b) (ii) (T/R) |
| 15 | Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type(Pb. C.S.R. Ref. No.10.13 (a) (ii) (T/R) |
| 16 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete(Pb. C.S.R. Ref. No. 18.18) (T/R) |
| 17 | Shuttering for faces of concrete foundations and foundation beam and plinth beams ( vertical or battering) ( Pb. C.S.R. Ref. No. 9.1) (T/R) |
| 18 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steelreinforcement centring and shuttering in foundation and plinth(Pb. C.S.R. Ref. No. 10.15) (T/R) |
| 19 | Stone or Kankar block pitching on slopes of guide bandh and protection works(Pb. C.S.R. Ref. No. 23.42) (b) (T/R) |
| 20 | Stone or Kankar block pitching on slopes of guide bandh and protection works (using old recovered stones)(Pb. C.S.R. Ref. No. 23.42) (b) (L/R) |
| 21 | Grouting stone filling or pitching (b) with mortar(Pb. CSR Ref. No. 23.45 (b)) (T/R) |
| 22 | Providing, Laying, fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI: Marked with the prior approval of Engineer-in-charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting ,jointing and testing complete as per specifications.(iii)90 mm o/d pipe of 10 Kgf./sq.cm. (Pb. CSR Ref No.28.13,T/R) |
| 23 | Jungle clearance (Pb. CSR Ref. No. 26.23) (T/R) |
| 24 | 12.5 mm thick cement plaster 1:4(Pb. CSR Ref No. 15.9) (T/R) |
| 25 | Cement rendering on plaster1 mm thick (Pb. C.S.R. Ref. No. 15.48 ) (T/R) |
| 26 | Carriage over short distance of small consignments, upto 2.0 qtls in weight including loading, un-loading and stacking. 2 km(Pb. CSR Ref No. 5.5 (b)) |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical SpecificationA) Granular Material, (Pb. CSR Ref No.21.36 ,(A)) |
| 28 | Job of supplying water at site location of Tower no. 3 & 4 of 220 kV D/C Bhakra Jamalpur T/L for construction/ repair of retaining wall and stone pitching work including curing etc. Non Schedule Item Please Enable Macros to View BoQ information |
