Rural Works Division has published Tender For Construction Of Road And Bridge Work -Brtf Road To Simong (5.4 Km). Submission Date for this Tender is 19-10-2023. Road Work Tenders in Upper Siang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Oct-2023 | CORRECTED BOQ | Other | 19-10-2023 |
| 2 | 17-Oct-2023 | NEW CORRECTED BOQ | Other | 19-10-2023 |
| Sl. No. | Item Description |
| 1 | JungleClearance Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means, In area of thorny jungle |
| 2 | Eathen Shoulder Construction of subgrade 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 upto 1000 m as per Technical Specification Clause 303.1 |
| 3 | Granular Sub-BaseConstruction 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 Gr-III materials. |
| 4 | Cement Treated Base Providing, laying and spreading soil on prepared sub-grade, pulverising, adding the designed quatity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired uncinfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404 |
| 5 | Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning on road surface andspraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Clause 502. |
| 6 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 7 | MixSealSurfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual means Type A Bitumin (S-90) |
| 8 | R.C.C Slab Culverts [1.50 mtr span]Earthwork in excavation for structures as per drawing and 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 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M10 Hand Mixing |
| 10 | PCC M15 Hand Mixing |
| 11 | Stone Masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203 as per direction of Engineer in Charge Coursed Rubble Masonry 2nd sort |
| 12 | Stone Masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 as per direction of Engineer in ChargeCoursed Rubble Masonry CM (1:5) |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Granular material) |
| 14 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 20 |
| 15 | PCC M15 grade |
| 16 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5RCC M20 |
| 17 | RCC M25 |
| 18 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) complete as per drawing and MORD technical specifications Clauses 1002, 1010 and 1202 as per the direction of the Engineer in charge |
| 19 | 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 clausees 614, 709 |
| 20 | Retaining Wall Earthwork in Excavation for structuresas per drawing and technical specifications clause 305.1 includingsetting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfiling in trenches with excavated suitable materialI) Ordinary soil(i) upto 3 m depth |
| 21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC grade M15 Nominal mix |
| 22 | Plain/reinforced cement concrete in substructures complete as per drawings and technical specifications clause 802, 803, 1202 & 1204 |
| 23 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 & 1204 as per direction of Engineer in Charge |
| 24 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technicalspecification clause 1204.3.8 |
| 25 | 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. |
| 26 | Breast Wall Earthwork in Excavation for foundation of structures in ordinary rock (not requiring blasting) as per drawing and technical specification clause 305.1 of MoRD including removal of stumps and other deleterious material and disposal upto all lead and lift, dressing of sides and bottom and backfilling with excavated suitable material upto 3 mt as per direction of Engineer in charge |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC grade M15 Nominal mix |
| 28 | Plain/reinforced cement concrete in substructures complete as per drawings and technical specifications clause 802, 804, 805, 806, 807, 1202 & 1204 |
| 29 | RR Stone masonry in cement mortar 1:5 for substructure complete as per drawing & technical specification clauses 702, 704, 1202 & 1204 and as per direction of Engineer in Charge |
| 30 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technicalspecification clause 1204.3.8 |
| 31 | 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. |
| 32 | SIDE DRAIN Earthwork in excavation for foundation of structures in ordinary rock (not requiring blasting) as per drawing and technical specification clauses 305.1 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lift, dressing of sides and bottom and back filling with excavated suitable amterial upto 3mt as per direction of Engineer in charge |
| 33 | 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 |
| 34 | Providing concrete for plain/reinforced concrete in substructures complete as per drawings and technical specifications Clause 802, 804, 805, 806, 1202 & 1204 P.C.C grade M 20 Nominal mix 1:2:4 |
| 35 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 36 | Item : Road Furniture Fixing "Logo" of PMGSY Project |
| 37 | Informatory Sign Board with Logo |
| 38 | Fixing of Citizen Board |
| 39 | Maintenance Information Board |
| 40 | Retro Reflectory Sign Board |
| 41 | Retro Reflectory Sign Board |
| 42 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 a) 5th Kilometre Stone (precast) |
| 43 | b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm) |
| 44 | c] 200 Mtr stone (precast) |
| 45 | Fixing of direction & place identification Sign with G.I.Pipes |
| 46 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 47 | Rumble Strips Provision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint. The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. |
| 48 | Routine Maintenance First Year |
| 49 | Second Year |
| 50 | Third Year |
| 51 | Fourth Year |
| 52 | Fifth Year |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
