Construction Of Kaljikhal - Dungra To Sujhakhal Motor Road ( Upgradation ) In 6 . 760 Km . With 05 Years Performance Based Maintenance Under Pmgsy
Tender Value
5.22 Crore
Estimated cost
Bid Submission
06 Jan 2020
0 days left
EMD
10.45 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
Satpuli → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Kaljikhal - Dungra To Sujhakhal Motor Road ( Upgradation ) In 6 . 760 Km . With 05 Years Performance Based Maintenance Under Pmgsy
BOQ
| Name of Work: Construction of Kaljikhal – Dungra To Sujhakhal motor road (Upgradation) in 6.760 Km. with 05 Years Performance Based Maintenance Under PMGSY | |||||
|---|---|---|---|---|---|
| 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 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 Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.\n(Km 0.000 to Km 6.760) | item 1 | 1 | LS |
| 2 | 2 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 of MORD Specification for Rural Roads 2014 | item 2 | 2181.96 | Cum |
| 3 | 3 | Excavation in 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 embankment (Half Cut and half fill) with a lift upto 1.5 m as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. For Making Super Elevation | item 3 | 1706.29 | Cum |
| 4 | 4 | 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 of MORD Specification for Rural Roads 2014. For Patri Filling | item 4 | 3215.23 | Cum |
| 5 | 5 | Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014 | item 5 | 3154.85 | Cum |
| 6 | 6 | Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014 | item 6 | 1165.95 | Cum |
| 7 | 7 | Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. | item 7 | 2099.36 | Cum |
| 8 | 8 | Hand Packed Stone filling in back of Structure including supply of all materials, labour, T&P and royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014. | item 8 | 581.16 | Cum |
| 9 | 9 | 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 Specifications Clauses 614, 709, 1204.3.7 of MORD Specification for Rural Roads 2014. | item 9 | 370 | Rmt. |
| 10 | 10 | 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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. | item 10 | 115.2 | Cum |
| 11 | 11 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | item 11 | 1240.07 | Cum |
| 12 | 12 | Providing and laying of mechanically woven double twisted hexagonal shaped gabion (zinc plus PVC coated) of size 3mx3mx1m with two diaphgrams at 1m interval having mesh wire diameter 2.7/3.7mm, edge/selvedge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2 mm(the work includes filling boulders in the gabions) | item 12 | 25 | NO |
| 13 | 13 | Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. PCC M10 | item 13 | 199.4 | Cum |
| 14 | 14 | Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. - Nominal mix (1:2:4) | item 14 | 7.43 | Cum |
| 15 | 15 | Plastering with cement mortar (1:4), 15 mm thick on stonework in substructure as per Technical Specifications Clauses 613.4 & 1204 of MORD Specification for Rural Roads 2014. | item 15 | 1111.28 | sqm. |
| 16 | 16 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per Technical Specifications Clause 1915 of MORD Specification for Rural Roads 2014. | item 16 | 1267.2 | Sqm. |
| 17 | 17 | Supplying, fitting and placing Edge stone with MS bar reinforcement - 6mm dia (Fe 415) in substructure complete as per drawings and Technical Specification Clauses 1002, 1005, 1010 & 1202 | item 17 | 2720 | Nos. |
| 18 | 18 | Excavation in foundation for Structure in all type of soil & rock including all lead lift and disposal of surplusmaterial as directed by Engineer in charge and Mord specification for Rural Roads 2014. for Kutcha drain | item 18 | 6426.4 | Rmt. |
| 19 | 19 | 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 of MORD Specification for Rural Roads 2014. - Using Gravel mix soil using | item 19 | 3736.16 | Cum |
| 20 | 20 | 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 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 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means | item 20 | 2087.04 | Cum |
| 21 | 21 | 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 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 of MORD Specification for Rural Roads 2014. - By Mechanical Means | item 21 | 2087.04 | Cum |
| 22 | 22 | Prime Coat - Low 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014. | item 22 | 27827.2 | Sqm. |
| 23 | 23 | Providing 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 & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014. | item 23 | 27827.2 | Sqm. |
| 24 | 24 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using\npenetration 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 Type B as per Technical Specification Clause 508.\nCase II - By Mechanical Means\n 20 mm thick OGPC using Bitumen VG-10 | item 24 | 27827.2 | Sqm. |
| 25 | 25 | 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 B as per Technical Specification Clause 510 of MORD Specification for Rural Roads 2014. - By Mechanical Means\nCase - II : Type B Bitumen (VG-10) | item 25 | 27827.2 | Sqm. |
| 26 | 26 | Providing and laying of Concrete for reinforced concrete for structure including supply of all material labour T&P. shuttering .Centering royalty etc required for proper completion of work as directed by Engineer - in - charge, as per drawings and Technical Specifications Clauses 800, 1205.4 and 1205.5 of Mord specification for Rural Roads 2014. - RCC grade M25 | item 26 | 91.2 | Cum. |
| 27 | 27 | Plain/reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) | item 27 | 7.46 | Cum. |
| 28 | 28 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202 of MORD Specification for Rural Roads 2014. | item 28 | 70.95 | Qtl. |
| 29 | 29 | Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-Charge | item 29 | 5 | Nos. |
| 30 | 30 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast) | item 30 | 6 | Nos |
| 31 | 31 | Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - 200 m stone (precast) | item 31 | 27 | Nos. |
| 32 | 32 | Reinforced cement concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast) | item 32 | 1 | Nos |
| 33 | 33 | Providing and Fixing 'Logo' of PMGSY Project \nProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | item 33 | 1 | Nos |
| 34 | 34 | Semi Reflective Traffic Signs\nProviding 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\nrequired 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 of MORD Specification for Rural Roads 2014. - 600 mm equilateral triangle | item 34 | 67 | Nos |
| 35 | 35 | 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 direction of Engineer-in-charge and Technical Specifications of MORD specification for Rural Roads 2014. | item 35 | 3 | Nos |
| 36 | 36 | 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 36 | 2 | Nos |
| 37 | 37 | Providing & fixing of Maintenance Board with PMGSY Logo at starting or prominent location as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge. | item 37 | 1 | Nos |
| 38 | 38 | Direction and Place Identification signs upto 0.9 sqm size board - Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MORD Specification for Rural Roads 2014. | item 38 | 6.08 | Sqm |
| 39 | 39 | 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 39 | 676 | Sqm |
| 40 | 40 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. - 25 mm nominal outer dia Pipes | item 40 | 280 | Per rmt. |
| 41 | 41 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire 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 of MORD Specification for Rural Road 2014. | item 41 | 562.5 | Cum |
| 42 | 42 | Emergency Maintenance | item 42 | ||
| 43 | 43 | Deploying Hydraulic Excavators of 0.90 cum Bucket for clearance of major slip in all type of Soil, Rock and Boulders including its Operator, Fuel, all other charge and taxes required for proper completion of work. | item 43 | ||
| 44 | 44 | 1st year | item 44 | 13.52 | Hrs. |
| 45 | 45 | 2nd year | item 45 | 12.17 | Hrs. |
| 46 | 46 | 3rd year | item 46 | 10.95 | Hrs. |
| 47 | 47 | 4th year | item 47 | 9.86 | Hrs. |
| 48 | 48 | 5th year | item 48 | 8.87 | Hrs. |
| 49 | 49 | Major Slip clearance in all type of Soil, Rock and Boulders including cast of all material , Machine, T&P and Taxes etc required for proper completion of work as per MoRD specifications, Clause 1611 | item 49 | ||
| 50 | 50 | 1st year | item 50 | 405.6 | Cum |
| 51 | 51 | 2nd year | item 51 | 365.04 | Cum |
| 52 | 52 | 3rd year | item 52 | 328.54 | Cum |
| 53 | 53 | 4th year | item 53 | 295.68 | Cum |
| 54 | 54 | 5th year | item 54 | 266.14 | Cum |
| 55 | 55 | Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 (For Opening Communication Only) | item 55 | ||
| 56 | 56 | 1st year | item 56 | 20.28 | Cum |
| 57 | 57 | 2nd year | item 57 | 18.25 | Cum |
| 58 | 58 | 3rd year | item 58 | 16.43 | Cum |
| 59 | 59 | 4th year | item 59 | 14.78 | Cum |
| 60 | 60 | 5th year | item 60 | 13.31 | Cum |
| 61 | 61 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (woven diagonally)including 10% 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 61 | ||
| 62 | 62 | 1st year | item 62 | 13.52 | Cum |
| 63 | 63 | 2nd year | item 63 | 12.17 | Cum |
| 64 | 64 | 3rd year | item 64 | 10.95 | Cum |
| 65 | 65 | 4th year | item 65 | 9.86 | Cum |
| 66 | 66 | 5th year | item 66 | 8.87 | Cum |
| 67 | 67 | Routine Maintenance- Under PBMC | item 67 | ||
| 68 | 68 | 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. | item 68 | ||
| 69 | 69 | 1st year | item 69 | 6.76 | Km |
| 70 | 70 | 2nd year | item 70 | 6.76 | Km |
| 71 | 71 | 3rd year | item 71 | 6.76 | Km |
| 72 | 72 | 4th year | item 72 | 6.76 | Km |
| 73 | 73 | 5th year | item 73 | 6.76 | 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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