Construction & Maintenance Of Hindolakhal To Shivpuri (Kurikhal) Motor Road (Upgradation) With 05 Year Maintenance Under Pmgsy-Ii (Length-9.700 Km.)
Tender Value
7.50 Crore
Estimated cost
Bid Submission
06 Jan 2020
0 days left
EMD
15.01 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
NARENDRA NAGAR → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction & Maintenance of Hindolakhal to Shivpuri (Kurikhal) Motor Road (Upgradation) with 05 Year Maintenance under PMGSY-II (Length-9.700 Km.)
BOQ
| Name of Work: Construction & Maintenance of Hindolakhal to Shivpuri (Kurikhal) Motor Road (Upgradation) with 05 Year Maintenance under PMGSY-II (Length-9.700 Km.) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & 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 lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | item 1 | 1 | L.S. |
| 2 | 2 | Excavation in Cutting in all type of Soil and rock by manual means with lead up to 50 M for carrying of cut earth to embankment ( Half cut and half fill ) as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014. (For Superelevation) | item 2 | 1269.6 | Cum |
| 3 | 3 | Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (Filling/Patri Filling) | item 3 | 2604.52 | Cum |
| 4 | 4 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. Taking 60% of surface area | item 4 | 11250 | Sqm |
| 5 | 5 | Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 5 | 7348.52 | Cum |
| 6 | 6 | Construction of R.R. stone masonary laid dry , supply of all materials, labour,T&P & Royalty etc.required for proper completion of work as directed by Engineer-in-charge MORD Specification for Rural Roads 2014. | item 6 | 2903.41 | Cum |
| 7 | 7 | Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials,labour, T&P,Royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 7 | 2170.55 | Cum |
| 8 | 8 | HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | item 8 | 778.455 | Cum |
| 9 | 9 | Providing edge stones on valley side of formation as per drawing and Technical metreSpecification Clause 1608.2.6 | item 9 | 2686 | No |
| 10 | 10 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 P.C.C grade M 10 | item 10 | 1115.85 | Cum |
| 11 | 11 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | item 11 | 4454.4 | Sqm |
| 12 | 12 | Providing and Laying ofMechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | item 12 | 141 | N0 |
| 13 | 13 | Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications) | item 13 | 405 | Cum |
| 14 | 14 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in 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 | item 14 | 1080.22 | Cum |
| 15 | 15 | WBM Grading 2\nProviding, 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. | item 15 | 578.497 | Cum |
| 16 | 16 | WBM Grading 3\nProviding, 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. | item 16 | 1971.25 | Cum |
| 17 | 17 | Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% Crushed aggregates as per mix design. Application: \n(1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 200 mm. Mix aggregates as per mix design with tractor operated ripper and rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated ripper and rotavator. (3) Prepare and apply 1kg /cum organosilane Nanotechnology and 1kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose mix . Scarify the treated mix with ripper and rotavator.(4) Compact partially the surface with vibratory roller. (5) Spread 20-30mm size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer on top layer.(6)Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. in case of the static roller do the work in two layer compaction as dicuss with department engineer and technology provider. \n(7) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (<1000 ppm TDS) @ 3ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).\nRates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. \nIRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) | item 17 | 3086.91 | Cum |
| 18 | 18 | Waterproofing on top of the sub Grade soil base/Earthen Shoulder with Nano technology based \"Terrasil\" Organo silane nanotechnology & \"Zycobond\" nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1:1:200 @ 3 ltrs/sqm as per direction of the Engineer-in-charge. (IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)) berfore+after base=2 | item 18 | 41645 | sqm |
| 19 | 19 | Prime Coat : Preparing and applying of water soluble Terraprime organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg silane : 100 kg cationic bitumen emulsion : 200 liter water . Take 1 kg of silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution at the rate of 1 liter per sqm on compacted stone base. Check quality of bitumen emulsion before bulk use.Terraprime IRC accreditation : IRC-24(7)/2017 (ACC-234) | item 19 | 40682.8 | sqm |
| 20 | 20 | 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 mixed with Nanotechnology Based Organo Silane Compound @ 0.1% by the weight of bitumen for enhansed performance and durability 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.ZycoTherm IRC accreditation: IRC-24(7) / 2017 (ACC-248) | item 20 | 40682.8 | sqm |
| 21 | 21 | Providing and laying seal coat with ZycoTherm organo silane nanotechnology @ 0.1% by the weight of bitumen, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 ZycoTherm IRC accreditation : IRC-24(7) / 2017 (ACC-248) | item 21 | 40682.8 | sqm |
| 22 | 22 | Surface Drains in Soil\nConstruction 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 | item 22 | 5946 | Rmt. |
| 23 | 23 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 P.C.C grade M20 | item 23 | 360.954 | Cum |
| 24 | 24 | Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.R.C.C.grade M 25 for cross drainage structures such as Culverts , Bridges etc.(Causeway) | item 24 | 84 | Cum |
| 25 | 25 | Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD Specification for Rural Roads 2014 | item 25 | 32.97 | Qtl |
| 26 | 26 | 1200 mm dia NP-3 RCC Hume pipe | item 26 | 300 | Rmt. |
| 27 | 27 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | item 27 | 15.2 | Cum |
| 28 | 28 | Providing and fixing of 5th Kilometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge. | item 28 | 1 | Nos |
| 29 | 29 | Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge. | item 29 | 39 | Nos. |
| 30 | 30 | Same as above but KM. stone | item 30 | 10 | Nos |
| 31 | 31 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge. | item 31 | 1 | Nos |
| 32 | 32 | Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MoRD specification and direction of Engineer-in-charge. | item 32 | 1 | Nos |
| 33 | 33 | Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge. | item 33 | 56 | Nos |
| 34 | 34 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge. | item 34 | 4 | Nos |
| 35 | 35 | Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. | item 35 | 1 | No. |
| 36 | 36 | Providing & fixing of semi reflective Direction and Place Information Boards up to 0.90 sqm size as per attched drawing and as per the MORD specification and direction of Engineer-in-charge. | item 36 | 8.73 | Sqm |
| 37 | 37 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.).. | item 37 | 970 | Sqm |
| 38 | 38 | Maintenance Activities | item 38 | ||
| 39 | 39 | Deploying Hydrolic Excavators of 0.90 Cum Bucket for Opening of Road with required Slip Clearence in all type of Soil, Rock and Boulders including its Operetor, Fuel, all other charge and taxes required for proper completion of work. | item 39 | ||
| 40 | 40 | 1St year | item 40 | 58 | Hours |
| 41 | 41 | 2nd year | item 41 | 49 | Hours |
| 42 | 42 | 3rd year | item 42 | 39 | Hours |
| 43 | 43 | 4th year | item 43 | 29 | Hours |
| 44 | 44 | 5th year | item 44 | 29 | Hours |
| 45 | 45 | Slip clearance of earth and boulders and other small loose materials after hill side cutting in rainy season including disposal of material as directed by Engineer-in-charge and as per MoRD specifications, Clause 1611 . | item 45 | ||
| 46 | 46 | 1St year | item 46 | 2425 | Cum |
| 47 | 47 | 2nd year | item 47 | 2182.5 | Cum |
| 48 | 48 | 3rd year | item 48 | 1940 | Cum |
| 49 | 49 | 4th year | item 49 | 1746 | Cum |
| 50 | 50 | 5th year | item 50 | 1455 | Cum |
| 51 | 51 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) | item 51 | ||
| 52 | 52 | 1St year | item 52 | 48.5 | Cum |
| 53 | 53 | 2nd year | item 53 | 38.8 | Cum |
| 54 | 54 | 3rd year | item 54 | 33.95 | Cum |
| 55 | 55 | 4th year | item 55 | 29.1 | Cum |
| 56 | 56 | 5th year | item 56 | 24.25 | Cum |
| 57 | 57 | 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 each as per drawing and technical specifications Clause 1301 | item 57 | ||
| 58 | 58 | 1St year | item 58 | 218.25 | Cum |
| 59 | 59 | 2nd year | item 59 | 218.25 | Cum |
| 60 | 60 | 3rd year | item 60 | 163.69 | Cum |
| 61 | 61 | 4th year | item 61 | 163.69 | Cum |
| 62 | 62 | 5th year | item 62 | 163.69 | Cum |
| 63 | 63 | Maintainance Activities: PBMC | item 117 | ||
| 64 | 64 | \n Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] 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.\n5] 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. \n6] 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.\n7] 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.\n8] Two coat white washing on parapet 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.\n | item 118 | ||
| 65 | 65 | 1St year | item 119 | 9.7 | Km |
| 66 | 66 | 2nd year | item 120 | 9.7 | Km |
| 67 | 67 | 3rd year | item 121 | 9.7 | Km |
| 68 | 68 | 4th year | item 122 | 9.7 | Km |
| 69 | 69 | 5th year | item 123 | 9.7 | Km |
AI Tender Summary
Tender Timeline
Dec 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedJan 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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