Rural Works Division has published Tender For Construction Of 24.00 M Span Rcc Bridge Over Sipi River.. Submission Date for this Tender is 30-10-2023. Bridge Work Tenders in Lower Subansiri Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Oct-2023 | Corrigendum | Other | 30-10-2023 |
| 2 | 26-Oct-2023 | Corrigendum Employer | Other | 30-10-2023 |
| Sl. No. | Item Description |
| 1 | Foundation |
| 2 | Earthwork 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 |
| 3 | I) In Ordinary Soil |
| 4 | II) Ordinary rock (not requiring blasting) |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 |
| 7 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL) |
| 8 | Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 500 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed. |
| 9 | Sub-structure |
| 10 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV) RCC Grade M25 |
| 11 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/JINDAL/SHYAM STEEL) |
| 12 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 |
| 13 | 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 |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material |
| 15 | Super-structure |
| 16 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30 |
| 17 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL) |
| 18 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 19 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 20 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawing and standerd specifications to be installed by the manufacturer,s instructions for installation. |
| 21 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 22 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 (i) Nominal mix (1:2.5:5) |
| 23 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 24 | Protection Works : |
| 25 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 26 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder |
| 27 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 28 | Approach Road : |
| 29 | Construction of embankment with approved material |
| 30 | Construction of Subgrade and Earthen Shoulders |
| 31 | Granular Sub-base with Well Graded Material |
| 32 | WBM Grading 3 |
| 33 | Interlocking Concrete Block Pavement |
| 34 | Providing and Fixing PMGSY Logo Board at starting point |
| 35 | Providing and Fixing Title information Board of PMGSY Project (RCC) |
| 36 | RCC M15 Boundary Pillar as per IRC-25 |
| 37 | Retaining Wall : |
| 38 | Earthwork in excavation for structures |
| 39 | Providing concrete for plain/reinforced concrete in open foundations |
| 40 | Stone masonry in cement mortar for substructure |
| 41 | Backfilling behind abutment, wing wall and return wall |
| 42 | Providing weepholes in brick masonry/stone masonry |
| 43 | River Training Works : |
| 44 | Providing and laying boulder |
| 45 | (i) Size = 1 m x 1 m x 1 m =1 cum |
| 46 | (iii) Size = 2 m x 1 m x 1m = 2 cum |
| 47 | Backfilling behind abutment, wing wall and return wall |
| 48 | Routine Maintenance |
| 49 | First Year |
| 50 | Second Year |
| 51 | Third Year |
| 52 | Fourth Year |
| 53 | Fifth Year |
| 54 | Total |
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