Construction & Maintenance Of Gaja-Tamiyar-Pasarkhet-Timli Motor Road (Upgradation) With 05 Year Maintenance Under Pmgsy-Ii (Length-25.290 Km.)
Tender Value
19.61 Crore
Estimated cost
Bid Submission
06 Jan 2020
0 days left
EMD
39.24 Lakhs
Bank guarantee accepted
Document Fee
5000
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 Gaja-Tamiyar-Pasarkhet-Timli Motor Road (Upgradation) with 05 Year Maintenance under PMGSY-II (Length-25.290 Km.)
BOQ
| Name of Work: Construction & Maintenance of Gaja-Tamiyar-Pasarkhet-Timli Motor Road (Upgradation) with 05 Year Maintenance under PMGSY-II (Length-25.290 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 and E&B ect. As met at site, true to lines as per Pland, 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 n Drawings by mechanical means/manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip clearance till the completion of the work as per \"SPECIAL CONDITION FOR HILL ROAD CUTTING AND MUCK DISPOSAL IN LUMP-SUMP JOB\" mentioned as SBD Clause 7.1of Section 4 (Part-II) Special Condition of Contract as directed by Engineer-In-Charge as per MORD Specification Clause 1601, 1602 & 1603. | item 1 | 1 | Job. |
| 2 | 2 | Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge ) | item 2 | 8794.54 | Cum. |
| 3 | 3 | Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MoRD specification clause 305 (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit, drain etc.) | item 3 | 10042.3 | Cum. |
| 4 | 4 | Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 700 &1604. (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit, drain etc.) | item 4 | 3840.04 | Cum. |
| 5 | 5 | Construction of R. R. stone masonary laid dry including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 700 &1604. (R/W, B/W, Dry Scupper, Catchpit etc.) | item 5 | 7320.76 | Cum. |
| 6 | 6 | HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7. (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.) | item 6 | 2457.75 | Cum. |
| 7 | 7 | Providing and Laying of Mechanically 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 7 | 570 | Nos. |
| 8 | 8 | 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 | item 8 | 426 | Cum. |
| 9 | 9 | Providing edge stones on valley side of formation as directed by Engineer-in-charge and MoRD Specification Clause 1608.4 | item 9 | 7580 | Nos. |
| 10 | 10 | Type - A, \"W\" : Metal Beam Crash Barrier Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | item 10 | 580 | R/m. |
| 11 | 11 | Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10. Nominal mix 1:3:6 . (Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.) | item 11 | 655.84 | Cum. |
| 12 | 12 | 15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4. (Culvert,Parapet, Bridge, drain etc.) | item 12 | 5060.55 | Sqm. |
| 13 | 13 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3 (Culvert, Causeway, Bridge, parapet etc.) | item 13 | 816 | Sqm. |
| 14 | 14 | Providing and laying 25 mm thick P.C.C. Coping Layer 1:2:4 cement concrete for Parapet Wall. | item 14 | 1360 | R/m. |
| 15 | 15 | White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MoRD specifications for Rural Roads 2014. | item 15 | 3359.2 | Sqm. |
| 16 | 16 | Construction of unlined surface drains (trapezoidal) 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 16 | 22803 | R/m. |
| 17 | 17 | Providing and laying of concrete for plain/reinforced concrete for substructures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 for R.C.C grade M 25. ( For Scupper) | item 17 | 233.03 | Cum. |
| 18 | 18 | Providing and laying of concrete for plain/reinforced concrete for substructures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 for R.C.C grade M 25. ( For Culvert) | item 18 | 231.6 | Cum. |
| 19 | 19 | Supplying, cutting , and placing of HYSD bar reinforcement in 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 no. 1000 (Culvert, Bridge, Causeway, Scupper etc.) | item 19 | 406.09 | Qtl. |
| 20 | 20 | Providing and laying of plain cement 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 SpecificationClause 800 for P.C.C grade M 20. | item 20 | 19.5 | Cum. |
| 21 | 21 | 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 | item 21 | 1440 | Nos. |
| 22 | 22 | Construction of C.R stone masonary laid in 1:4 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 704.4. | item 22 | 474.22 | Cum. |
| 23 | 23 | Construction of C.R stone masonary laid in 1:5 cement sand mortar including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 704.5. | item 23 | 319.51 | Cum. |
| 24 | 24 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 | item 24 | 90 | R/m. |
| 25 | 25 | 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. (Sub grade preparation Pattri filling) | item 25 | 11958.7 | Cum. |
| 26 | 26 | Super Elevation:- Excavation of cutting in soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3 (Making of Super Elevation ) | item 26 | 11012.5 | Cum. |
| 27 | 27 | 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). No 520 | item 27 | 4671.54 | Cum. |
| 28 | 28 | Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, wateringtotheextentneededto maintain thedesired moisturecontent, trimmingto the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 | item 28 | 58784 | Sqm. |
| 29 | 29 | 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 (Using naturally occuring gravelSpecification Clause 408. (Using naturally occuring gravel, Local GSB) | item 29 | 14582.9 | Cum. |
| 30 | 30 | 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 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 2 as per Technical Specification Clause 405. By Mechanical Means | item 30 | 8187.18 | Cum. |
| 31 | 31 | 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 smooth wheel roller 80-100 KN 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 | item 31 | 8187.18 | Cum. |
| 32 | 32 | Primer coat:- Providing and applying primer coat Low porosity with Bitumen emulsion (SS-1) complying with IS 8887 on prepared surface of granuiar base including clearing of road surface and spraying primer at the rate of 0.70- 1.00 Kg/Sqm using mechanical means as per Technical Specification Clause 502. | item 32 | 109162 | Sqm. |
| 33 | 33 | Tack Coat:- Providing and applying tack coat with Bitumen emulsion (rapid Setting RS-1Grade complying with IS: 8887) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | item 33 | 109162 | Sqm. |
| 34 | 34 | Premix Carpet:- 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 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 Type B as per Technical Specification Clause 508. Bitumen (VG-10) | item 34 | 54581.2 | Sqm. |
| 35 | 35 | Premix Carpet:- 20mm Open graded PC (using shredded waste plastic material ) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 bitumen 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 as per Technical Specification Clause 508.Using Bitumen VG-30 @ 1.34 Kg/Sqm and shredded waste plastic material @ 0.120 Kg/Sqm as per direction of Engineer-in-Charge | item 35 | 54581.2 | Sqm. |
| 36 | 36 | 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 B as per Technical Specification Clause 510 Bitumen (VG-10) | item 36 | 109162 | Sqm. |
| 37 | 37 | SEEDING AND MULCHING- Preparation of seed bed on previously laid top soil, furnishing and piacing of seeds, fertilizer. Mulching material, applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300. | item 37 | 1135 | Sqm. |
| 38 | 38 | Protection of Loose place & Slope Protection- Providing fixing of maxfalt empty Drums including /Providing steel Bar @12 mm Dia two nos, horizontaly for interlocking with eart filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge. | item 38 | 1040 | Nos. |
| 39 | 39 | Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved . | item 39 | 21 | Nos. |
| 40 | 40 | Same as above item No. but for Hectometer stone | item 40 | 101 | Nos. |
| 41 | 41 | Same as above item No. but for 5th Km. Stone | item 41 | 5 | Nos. |
| 42 | 42 | Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge | item 42 | 12 | Nos. |
| 43 | 43 | Providing and 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 writen as per MORD specification and direction by Engineer in charge | item 43 | 1 | Nos. |
| 44 | 44 | Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge | item 44 | 2 | Nos. |
| 45 | 45 | Providing and fixing of Maintenance information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge | item 45 | 1 | Nos. |
| 46 | 46 | 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 | item 46 | 79 | Nos. |
| 47 | 47 | Providing and fixing of semi reflective Direction and Place identification sign boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge | item 47 | 5.5 | Sqm. |
| 48 | 48 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | item 48 | 2529 | Sqm. |
| 49 | 49 | Maintenance Activities | item 49 | ||
| 50 | 50 | 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 50 | ||
| 51 | 51 | 1St year | item 51 | 177 | Hours |
| 52 | 52 | 2nd year | item 52 | 119 | Hours |
| 53 | 53 | 3rd year | item 53 | 106 | Hours |
| 54 | 54 | 4th year | item 54 | 91 | Hours |
| 55 | 55 | 5th year | item 55 | 58 | Hours |
| 56 | 56 | Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 | item 56 | ||
| 57 | 57 | 1St year | item 57 | 1188.63 | Cum |
| 58 | 58 | 2nd year | item 58 | 1011.6 | Cum |
| 59 | 59 | 3rd year | item 59 | 809.28 | Cum |
| 60 | 60 | 4th year | item 60 | 594.315 | Cum |
| 61 | 61 | 5th year | item 61 | 404.64 | Cum |
| 62 | 62 | 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 62 | ||
| 63 | 63 | 1St year | item 63 | 604.8 | Cum |
| 64 | 64 | 2nd year | item 64 | 201.6 | Cum |
| 65 | 65 | 3rd year | item 65 | 201.6 | Cum |
| 66 | 66 | 4th year | item 66 | 100.8 | Cum |
| 67 | 67 | 5th year | item 67 | 100.8 | Cum |
| 68 | 68 | 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 68 | ||
| 69 | 69 | 1St year | item 69 | 90 | Cum |
| 70 | 70 | 2nd year | item 70 | 90 | Cum |
| 71 | 71 | 3rd year | item 71 | 60 | Cum |
| 72 | 72 | 4th year | item 72 | 60 | Cum |
| 73 | 73 | 5th year | item 73 | 60 | Cum |
| 74 | 74 | Maintainance Activities: PBMC | item 74 | ||
| 75 | 75 | \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 75 | ||
| 76 | 76 | 1St year | item 76 | 25.29 | Km |
| 77 | 77 | 2nd year | item 77 | 25.29 | Km |
| 78 | 78 | 3rd year | item 78 | 25.29 | Km |
| 79 | 79 | 4th year | item 79 | 25.29 | Km |
| 80 | 80 | 5th year | item 80 | 25.29 | 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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