Up Gradation Of Roadhar Paurikhal Bhason Motor Road With 05 Year Pbmc Length 17.525
Tender Value
10.99 Crore
Estimated cost
Bid Submission
18 Feb 2020
0 days left
EMD
20.30 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
Kirtinagar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Up Gradation Of Roadhar Paurikhal Bhason Motor Road With 05 Year Pbmc Length 17.525
BOQ
| Name of Work: Roadhar-Paurikhal-Bhason Motor Road (upgradation) With Five Years PBMC | |||||
|---|---|---|---|---|---|
| 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 soil, 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 & 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 0.60 mt. with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge . | item 1 | 1 | LS |
| 2 | 2 | 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 2 | 970.98 | Cum |
| 3 | 3 | 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 | item 3 | 6503.13 | Cum |
| 4 | 4 | Earthwork in excavation for structures Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including settingout, construction of shoring and bracing, removal of stumps andother deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | item 4 | 5581.33 | Cum |
| 5 | 5 | 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, darin etc.) | item 5 | 2376.07 | Cum |
| 6 | 6 | Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.. | item 6 | 3297.31 | Cum |
| 7 | 7 | 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 7 | 1050.38 | Cum |
| 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 directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. | item 8 | 1215 | Cum |
| 9 | 9 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal\nshaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two\ndiaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh\nwire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm\nand lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders\nin the gabions). | item 9 | 419 | Nos |
| 10 | 10 | 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 10 | 4740.52 | Cum |
| 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 (P.C.C grade M 10) | item 11 | 363.75 | Cum |
| 12 | 12 | Plain/reinforced cement concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 ans 1203 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) (P.C.C. grade M 20) | item 12 | 32.91 | Cum |
| 13 | 13 | Providing and laying of concrete for plain/reinforced concrete 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 for R.C.C grade M 25. | item 13 | 156 | Cum |
| 14 | 14 | 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 14 | 14.01 | MT |
| 15 | 15 | Providing edge stones of Size 450x350x100 mm on valley side of\nformation as per drawing and technical specification clause 1608.2.6 | item 15 | 8115 | Nos |
| 16 | 16 | 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 16 | 4357.38 | Sqm |
| 17 | 17 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation ofsurface by cleaning scraping etc. as per technical specifications Clause 1915 | item 17 | 3363.84 | Sqm |
| 18 | 18 | Construction of unlined surface drains of average cross-sectional area 0.40\nsqm in soil to specified lines, grades, levels and dimensions. (kutcha Drain) | item 18 | 15022 | Rmt |
| 19 | 19 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per\nTechnical Specification Clause 202 | item 19 | 834.38 | Cum |
| 20 | 20 | 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 20 | 3661.35 | Cum |
| 21 | 21 | 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.By Mechanical Means | item 21 | 2485.54 | Cum |
| 22 | 22 | 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.By Mechanical Means | item 22 | 5224.91 | Cum |
| 23 | 23 | Prime Coat Low porosity :- Providing 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 | item 23 | 69665.6 | Sqm |
| 24 | 24 | Tack Coat :- 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. | item 24 | 69665.6 | Sqm |
| 25 | 25 | 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 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 Type B as per Technical Specification Clause 508. By Mechanical Means. 20 mm thick OGPC using Bitumen VG-10 | item 25 | 69665.6 | Sqm |
| 26 | 26 | 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 of MORD Specification for Rural Roads 2014. - By Mechanical Means\nCase - I : Type B Bitumen (VG-10) | item 26 | 69665.6 | Sqm |
| 27 | 27 | 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 | item 27 | ||
| 28 | 28 | Ordinary Kilometer Stone (Precast) | item 28 | 18 | Nos |
| 29 | 29 | 200 m stone (precast) | item 29 | 70 | Nos |
| 30 | 30 | 5th Kilometer Stone (Precast) | item 30 | 3 | Nos |
| 31 | 31 | 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 31 | 2 | Nos |
| 32 | 32 | 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 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 of MORD Specification for Rural Roads 2014. - 600 mm equilateral triangle | item 32 | 190 | Nos |
| 33 | 33 | 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 33 | 9 | Nos |
| 34 | 34 | 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 34 | 2 | Nos |
| 35 | 35 | 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 35 | 1 | Nos |
| 36 | 36 | 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 36 | 17.1 | Sqm |
| 37 | 37 | Providing and laying of hot applied thermoplastic compound of ISI Mark\nApproved Quality of 2.5 mm thick including reflectorising glass beads @\n250 gms per sqm area, as per IRC:35 .The finished surface to be level,\nuniform and free from streaks and holes. | item 37 | 1752.5 | Sqm |
| 38 | 38 | Making Catch water drain Pits on Down Stream Side of the Scuppers as per standard drawing & design including all material labour T&P all taxes and royalties etc.required for proper completion of the work. | item 38 | 578.81 | Cum |
| 39 | 39 | P/F of Empty Maxphalt Drum for Bio - Engineering | item 39 | 495 | Nos |
| 40 | 40 | Preparation of seed bed on previously laid top soil, furnishiing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 per sqm and laying and fixing jute netting, including watering for 3 months all as per specification 8.11,1600 & 300 | item 40 | 1000 | Sqm |
| 41 | 41 | Maintainance Activities: | item 41 | ||
| 42 | 42 | Emergency Maintenance | item 42 | ||
| 43 | 43 | Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work | item 43 | ||
| 44 | 44 | Ist Year | item 44 | 35.05 | Hrs |
| 45 | 45 | Iind Year | item 45 | 31.55 | Hrs |
| 46 | 46 | IIIrd Year | item 46 | 28.39 | Hrs |
| 47 | 47 | Ivth Year | item 47 | 25.59 | Hrs |
| 48 | 48 | Vth Year | item 48 | 22.96 | Hrs |
| 49 | 49 | 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 49 | ||
| 50 | 50 | Ist Year | item 50 | 1051.5 | Cum |
| 51 | 51 | Iind Year | item 51 | 946.35 | Cum |
| 52 | 52 | IIIrd Year | item 52 | 851.72 | Cum |
| 53 | 53 | Ivth Year | item 53 | 766.54 | Cum |
| 54 | 54 | Vth Year | item 54 | 689.96 | 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 | Ist Year | item 56 | 35.05 | Cum |
| 57 | 57 | Iind Year | item 57 | 31.55 | Cum |
| 58 | 58 | IIIrd Year | item 58 | 28.39 | Cum |
| 59 | 59 | Ivth Year | item 59 | 25.59 | Cum |
| 60 | 60 | Vth Year | item 60 | 22.96 | Cum |
| 61 | 61 | Providing and laying of boulder apron laid in wire crate 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 techniacal specification 1301 | item 61 | ||
| 62 | 62 | Ist Year | item 62 | 52.58 | Cum |
| 63 | 63 | Iind Year | item 63 | 47.32 | Cum |
| 64 | 64 | IIIrd Year | item 64 | 42.59 | Cum |
| 65 | 65 | Ivth Year | item 65 | 38.38 | Cum |
| 66 | 66 | Vth Year | item 66 | 34.52 | 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} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] 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 | Ist Year | item 69 | 17.525 | KM |
| 70 | 70 | Iind Year | item 70 | 17.525 | KM |
| 71 | 71 | IIIrd Year | item 71 | 17.525 | KM |
| 72 | 72 | Ivth Year | item 72 | 17.525 | KM |
| 73 | 73 | Vth Year | item 73 | 17.525 | KM |
AI Tender Summary
Tender Timeline
Feb 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender