Rural Works Department has published Tender For Civil - Roads And Bridges Work -Mechukha Hq . To Brtf Road Via Yorni Village And Gompa Mandir Sub-Grade , Gsb , Wbm 3 , Pmc With Seal Coat , Cd Span , Protection Wall And Pucca Drain Etc .. Submission Date for this Tender is 20-08-2020. Drainage Tenders in Yorni Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Jul-2020 | EXTENSION OF DATE | Date | 05-08-2020 |
| 2 | 24-Jul-2020 | CHANGING OF BOQ AND SBD | Other | 05-08-2020 |
| 3 | 04-Aug-2020 | EXTENSION OF BID SUBMISSION DATE | Date | 20-08-2020 |
| 4 | 20-Aug-2020 | CHANGING OF VENUE | Other | 20-08-2020 |
| Name of Work: -Mechukha Hq. TO BRTF Road Via Yorni Village and Gumpa Mandir Length- 7.18 KM | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB HEAD: Pavement | |||
| 2 | 2 | Earthern Shoulder:\nConstruction 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. | BI01010001010000000000000515BI0100001593 | 2015.8 | cum |
| 3 | 3 | GSB:\nConstruction 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.\nFor Grading I Material\n | BI01010001010000000000000515BI0100001594 | 829.5 | cum |
| 4 | 4 | WBM-III:\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nA) By Manual means\n | BI01010001010000000000000515BI0100001595 | 2041 | cum |
| 5 | 5 | P.M.C | |||
| 6 | 6 | Prime Coat (High porosity)\nProviding 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. | 27690 | Sqm | |
| 7 | 7 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. | 27690 | Sqm | |
| 8 | 8 | 20 mm thick open graded primix carpet using bitumineous binder.\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\nCase - I By Manual Means\nii) Bitumen (S-65) | 27690 | Sqm | |
| 9 | 9 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nCase - I By Manual Means\nii) Bitumen (S-65) | 27690 | Sqm | |
| 10 | 10 | SUB HEAD:Cross Drainage and Protection Work | |||
| 11 | 11 | 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.\nI. Ordinary soil\n(i) Upto 3 m depth | 967.3 | cum. | |
| 12 | 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | 111.4 | cum. | |
| 13 | 13 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | 844.2 | cum. | |
| 14 | 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i)Sandy materials | 96 | cum. | |
| 15 | 15 | 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 | 364 | Nos | |
| 16 | 16 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nR.C.C grade M 20 For nominal mix 1:2:4 | 39.9 | cum | |
| 17 | 17 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 \n R.C.C M 25 | 42.6 | cum. | |
| 18 | 18 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | 119.6 | Rmt | |
| 19 | 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 4.8 | MT | |
| 20 | 20 | White washing of parapet walls of CD work and tree truncks\nWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | 113.8 | Sqm | |
| 21 | 21 | SUB HEAD:Side Drain | |||
| 22 | 22 | 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. | 675 | cum. | |
| 23 | 23 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | 135 | cum. | |
| 24 | 24 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nIII) Random rubble masonry \ni) In cement mortar (1:3) | 212.4 | cum | |
| 25 | 25 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1866 | 10 Sqm | |
| 26 | 26 | Unlined Trapezoidal Shaped Side Drain Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\nA) Manual Means | |||
| 27 | 27 | (i) Surface Drains in Soil | 4737 | m | |
| 28 | 28 | (ii) Surface Drains in Ordinary Rock | 835.9 | m | |
| 29 | 29 | SUB HEAD:R Wall | |||
| 30 | 30 | 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.\nI. Ordinary soil\n(i) Upto 3 m depth | 302.3 | cum. | |
| 31 | 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | 62.2 | cum. | |
| 32 | 32 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\n In 1:4 cement mortar | 679 | cum. | |
| 33 | 33 | 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 | 211.8 | Nos | |
| 34 | 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 \n(i)Sandy materials | 278.5 | cum. | |
| 35 | 35 | White washing of parapet walls of CD work and tree truncks\nWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | 248.8 | Sqm | |
| 36 | 36 | SUB HEAD:Road Furniture | |||
| 37 | 37 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"\nProviding and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | 1 | No | |
| 38 | 38 | Safety Devices and Signs in Construction Zones\n Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. | |||
| 39 | 39 | Men at work | 6 | each | |
| 40 | 40 | Road narrow | 4 | each | |
| 41 | 41 | Un-even road | 3 | each | |
| 42 | 42 | Slippery road | 3 | each | |
| 43 | 43 | Diversion | 4 | each | |
| 44 | 44 | Do not enter | 3 | each | |
| 45 | 45 | Slow | 1 | each | |
| 46 | 46 | Speed limit | 6 | each | |
| 47 | 47 | Routine Maintenance | BI01010001010000000000000515BI0100001600 | ||
| 48 | 48 | First Year | BI01010001010000000000000515BI0100001601 | ||
| 49 | 49 | Second Year | BI01010001010000000000000515BI0100001602 | ||
| 50 | 50 | Third Year | BI01010001010000000000000515BI0100001603 | ||
| 51 | 51 | Fourth Year | BI01010001010000000000000515BI0100001604 | ||
| 52 | 52 | Fifth Year | BI01010001010000000000000515BI0100001605 | ||
| 53 | 53 | GST | BI01010001010000000000000515BI0100001606 | ||
| 54 | 54 | Add GST @ 12% | BI01010001010000000000000515BI0100001607 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
