Pradhan Mantri Gram Sadak Yojana-PMGSY has published Tender For Construction And Maintenance Of Extension Of Ghes Balan Motor Road Km 11 To Balan High School District-Chamoli (Stage-1 And Stage-2) With 5 Year Maintenance Under Pbmc. Submission Date for this Tender is 15-04-2024. Motor Work Tenders in Chamoli Uttarakhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in Hill road(Hill Side Cutting):-Excavation in hilly area for construction of road in all type of soil,rocks and E&B etc.. as met at site, true to lines as per Plan, L-Section, Cross Slope, Super Elevation as required, also including Uprooting & Cutting of Bushes, Dressing of Road surface to the required level and slopes with all Lifts & Leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawings by Mechanical means / Manual means and including construction of required coolie walling of minimum height of 0.6m with the stones available form the required hill side cutting for retaining the muck, without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip Clearanceand its safe disposal(same as per mentioned above for safe disposal of surplus excatedmaterial.) till the completion of the work as per part II special condition of contract MORD Specification Clause 1601, 1602 & 1603 and as per direction of Engineer-in-Charge. [InckudingPassing Places with a Distance not Less than 250 meters from one Passing Place to next Passing Place and not more than 2 Passing Places in 1 Km.] |
| 2 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 3 | Earthwork in excavation for structures as per drawing and technical MORD Specification Clause 305.3.6 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. (Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. For retaining wall & B/W)/ CD Work |
| 4 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) |
| 5 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from Hill Side Cutting 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. |
| 6 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 7 | Granular sub-base/base/surface course with local materials (Table 400.13) by mixin place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel |
| 8 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means |
| 9 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Mechanical Means) |
| 10 | Low porosity Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1)complying with IS : 8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 12 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 Providing, 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 506. (Cold Mix) |
| 13 | Seal Coat Providing 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 Clause508. Type-B, Bitumen (VG-10) |
| 14 | Construction of Retaining Walls/breast walls in cement mortar 1:5 as per drawing and technical MORD Specifications Clause 1604. (RR Stone Masonry in cement mortar 1:5) |
| 15 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 16 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications).MORD Specifications Clause 1604.7 |
| 17 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) 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 eachas per drawing andtechnical specificationsClause 1301 |
| 18 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 19 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.(C/O of katcha drain per m) Mechanical Means |
| 20 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915. |
| 21 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification. |
| 22 | 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) |
| 23 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 |
| 24 | Supplying, fitting, and placing HYSD bar reinforcement in substructure completeas per drawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision"2014) and IS 1786:2008 clause no. 1.6) |
| 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, 1204.3.7 |
| 26 | Kilometre Stone Reinforced cement concrete M15 grade 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.Ordinary Km Stone (Precast) |
| 27 | 200 m stone (precast)( Hecto Meter Stone).Reinforced cement concrete M15 grade 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 |
| 28 | Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 29 | Providing and fixingof CC Edge stone 12cmx12cmx60cm size precast in M15 cement concrete with 4 no 8mm dia HYSDvertical bars and 3 nos 6mm dia HYSD bars stirrups as per approved drawing including two coat white washing on valley side of formation as directed by engineer in chargeand MORD specification for rural roadsetc. Complete (0.120x0.120x0.600)m |
| 30 | Construction of Parapit as per Standerd Drawing Attched Including supplky of allmaterial,labour and T&P etc. Complet (2.00x0.45x0.60) |
| 31 | Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains includingminor slip clearence , reshaping ,deepening and ,regrading ,as well ascatch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus materialin approved muck disposal points as per specification clause 1903.4] Maintenance of scuppers &Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of potholes by removal ofloose material, trimming ofsids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coatusing bitumen or catonic bitumen imulsion(in 3rd and 5th year). 9] Two coatwhite washing onparapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191. |
| 32 | Ist Year |
| 33 | Iind Year |
| 34 | IIIrd Year |
| 35 | Ivth Year |
| 36 | Vth Year |
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