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| 1 | Excavation for Structures AWithout in dewateingEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil(i) Upto 3 m depth |
| 2 | Excavation for Structures AWithout in dewateingEarthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil(ii)3 m to 6 m depth |
| 3 | Excavation for Structures B With dewateringEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary Soil(ii)3 m to 6 m depth |
| 4 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305,3,9,1200I.Sand filling |
| 5 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204 (i) In1:5cement mortar |
| 6 | Providing concrete for plain concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement )I.C.C grade M 10 (i)Nominal 1:3:6. |
| 7 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204 |
| 8 | Providing weepholes in brick masonry I stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 9 | Providing & laying filter media with jhama brick aggregatesas per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement )I. R.C.C grade25 |
| 11 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification clauses 802, 804, 806, 807, 900, 1202 &1204. ( including centering, shuttering, staging etc. but excluding reinforcement)I. R.C.C grade M-25(i)Upto 5 m height |
| 12 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).I. R.C.C gradeM25(i)Upto 5 m height |
| 13 | Supplying, fittig & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in Foundation complete as per drawing & MoRD technical specifications clauses 1000 & 1202 |
| 14 | Supplying, fittig & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawing & MoRD technical specifications clauses 1002, 1005, 1010 and 1202. |
| 15 | Supplying, fittig & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications clauses 1000 & 1202 |
| 16 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 (including centering, shuttering, staging etc. and reinforcement). |
| 17 | Painting Two Coats on New Concrete SurfacesPainting 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 MoRD Technical Specification clause 1701 |
| 18 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.Internal work - Exposed on wall. |
| 19 | 15 mm dia nominal bore |
| 20 | 25 mm dia nominal bore |
| 21 | 40 mm dia nominal bore |
| 22 | 50 mm dia nominal bore |
| 23 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling etc. complete as per CPWD specification and direction of the Engineer - in - charge.External work |
| 24 | 25 mm dia nominal bore |
| 25 | 40 mm dia nominal bore |
| 26 | 50 mm dia nominal bore |
| 27 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete as per CPWD specification and direction of the Engineer - in - charge.(New work) |
| 28 | 15 mm dia nominal bore |
| 29 | 25 mm dia nominal bore |
| 30 | 40 mm dia nominal bore |
| 31 | 50 mm dia nominal bore |
| 32 | Making connection of G.I. distribution branch with G.I. main following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per CPWD specification and direction of the Engineer - in - charge. |
| 33 | 25 to 40mm dia nominal bore |
| 34 | Providing and fixing brass fullway valve (ISI Mark) with wheel of approved quality as per direction of the Engineer - in - charge. |
| 35 | 40mm dia nominal bore |