Maithana Ghat To Rasiya Mahadev M/R Length 8.400 Km
Tender Value
5.83 Crore
Estimated cost
Bid Submission
06 Jan 2020
0 days left
EMD
11.67 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BAIJRO → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maithana Ghat To Rasiya Mahadev M / R Length 8.400 Km
BOQ
| Name of Work: MAITHANA GHAT TO RASIYA MAHADEV M/R LENGTH 8.400 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 etc. as met at site true to lines as per plan, X section, 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 MORD Specification Clause 1601, 1602 & 1603. (Km 0.000 to Km 5.000) | item 1 | 1 | L.S. |
| 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) as directed by Engineer in charge and MORD Specification for Rural Road 2014. For Making Super Elevation | item 2 | 1304.1 | 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 | item 3 | 1581.99 | Cum |
| 4 | 4 | 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 Road 2014 | item 4 | 2678.67 | Cum |
| 5 | 5 | 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 and Mord specification for Rural Road 2014 | item 5 | 1073.14 | Cum |
| 6 | 6 | Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge and Mord specification for Rural Road 2014 | item 6 | 1129.71 | Cum |
| 7 | 7 | HP Stone filling in back of Structure including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge and Mord specification for Rural Road 2014 | item 7 | 782.56 | Cum |
| 8 | 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the\nfull 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 8 | 711 | Per No. |
| 9 | 9 | Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge and Mord specification for Rural Road 2014 PCC grade M10 | item 9 | 129.97 | Cum |
| 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 per PWD Uttarakhand specifications) | item 10 | 66.3 | 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 | 1819.1 | Cum |
| 12 | 12 | Providing and laying of macanically woven double twisted hexsagonal shaped gabions (Zinc pluse PVC coted)of size 3mx1mx1m with two diagram at one interval haveing mess opening 100mmx120mm mesh wire dia 2.7mm/3.7mm edge selvedge wire diameter 3.4/4.4mm and laching diameter 2./3.2mm | item 12 | 40 | Cum |
| 13 | 13 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MORD Specification for Rural Roads 2014 | item 13 | 364.8 | Sqm. |
| 14 | 14 | Providing edge stones on valley side of formation as per drawing and technical specification clause 1608.2.6 (Per No.) | item 14 | 3150 | Nos. |
| 15 | 15 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | item 15 | 326.7 | Sqm. |
| 16 | 16 | Construction of hill side katcha Trapezoidal Drain as per Drawing in accordance with the requirement as directed by Engineer in charge and Mord specification for Rural Road 2014 | item 16 | 7800 | Rmt |
| 17 | 17 | 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.\nUsing Naturally occuring gravel | item 17 | 4969.18 | Cum |
| 18 | 18 | 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,crushabl screening to fill-up the interstices of coarse aggregate, watering andcompacting to the required density Grading 2 as per Technical Specification \n Clause 405.By Mechanial means Means | item 18 | 3194.39 | Cum |
| 19 | 19 | 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\nscreening to fill-up the interstices of coarse aggregate, watering and\ncompacting to the required density Grading 3 as per Technical Specification Clause 405 By mechanical means. | item 19 | 3194.39 | Cum |
| 20 | 20 | Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification\nClause 502. | item 20 | 36341.9 | Sqm. |
| 21 | 21 | 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\nClause 503. | item 21 | 36341.9 | Sqm. |
| 22 | 22 | 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 either Type A or Type B or Type C as per Technical Specification Clause 508.\nCase - II By Mechanical Means\n 20 mm thick OGPC using Bitumen VG-10 | item 22 | 36341.9 | Sqm. |
| 23 | 23 | 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 A, Type B and Type C as per Technical Specification Clause 510\nBy Mechanical Means\nCase - I : Type A \nBitumen (VG-10) | item 23 | 36341.9 | Sqm. |
| 24 | 24 | 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 and Mord specification for Rural Road 2014 RCC grade M25 | item 24 | 49.197 | Cum. |
| 25 | 25 | Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge and Mord specification for Rural Road 2014 PCC grade M20 | item 25 | 6.348 | Cum. |
| 26 | 26 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | item 26 | 53.958 | Qtl. |
| 27 | 27 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard\ndesign as per IRC:8 fixing in position including painting and printing, etc as per\ndrawing and Technical Specification Clause 1703\nOrdinary Kilometer Stone (Precast) | item 27 | 10 | Nos |
| 28 | 28 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard\ndesign as per IRC:8 fixing in position including painting and printing, etc as per\ndrawing and Technical Specification Clause 1703\n200 m stone (precast) | item 28 | 34 | Nos. |
| 29 | 29 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard\ndesign as per IRC:8 fixing in position including painting and printing, etc as per\ndrawing and Technical Specification Clause 1703\n5th Kilometre Stone (precast) | item 29 | 1 | Nos |
| 30 | 30 | 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\nground 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\nenamel 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 30 | 1 | Nos |
| 31 | 31 | Semi Reflective Traffic Signs\nProviding and fixing of semi reflective cautionary, mandatory and informatory sign\nboard as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in\nfront 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\n1701.3.9 of MORD for Rural Roads of required shade and colour supported and\nwelded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean\nof properly designed foundations with M-15 grade cement concrete 450x450x600\nmm, 600 mm below ground level as per approved drawing Clause 1701.2.2\n600 mm equilateral & triangle | item 31 | 46 | Nos |
| 32 | 32 | 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 32 | 5 | Nos |
| 33 | 33 | 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 33 | 1 | Nos |
| 34 | 34 | 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 34 | 1 | Nos |
| 35 | 35 | Direction and Place Identification signs upto 0.9 sqm size board\nRetro-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 | item 35 | 4.14 | Sqm |
| 36 | 117 | Maintainance Activities: | item 117 | ||
| 37 | 118 | 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 118 | ||
| 38 | 119 | 1st year | item 119 | 2 | Hrs. |
| 39 | 120 | 2nd year | item 120 | 1.8 | Hrs. |
| 40 | 121 | 3rd year | item 121 | 1.62 | Hrs. |
| 41 | 122 | 4th year | item 122 | 1.46 | Hrs. |
| 42 | 123 | 5th year | item 123 | 1.31 | Hrs. |
| 43 | 124 | 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 124 | ||
| 44 | 125 | 1st year | item 125 | 60 | Cum |
| 45 | 126 | 2nd year | item 126 | 54 | Cum |
| 46 | 127 | 3rd year | item 127 | 48.6 | Cum |
| 47 | 128 | 4th year | item 128 | 43.74 | Cum |
| 48 | 129 | 5th year | item 129 | 39.37 | Cum |
| 49 | 130 | 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 130 | ||
| 50 | 131 | 1st year | item 131 | 3 | Cum |
| 51 | 132 | 2nd year | item 132 | 2.7 | Cum |
| 52 | 133 | 3rd year | item 133 | 2.43 | Cum |
| 53 | 134 | 4th year | item 134 | 2.19 | Cum |
| 54 | 135 | 5th year | item 135 | 1.97 | Cum |
| 55 | 136 | 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 136 | ||
| 56 | 137 | 1st year | item 137 | 2 | Cum |
| 57 | 138 | 2nd year | item 138 | 1.8 | Cum |
| 58 | 139 | 3rd year | item 139 | 1.62 | Cum |
| 59 | 140 | 4th year | item 140 | 1.46 | Cum |
| 60 | 141 | 5th year | item 141 | 1.31 | Cum |
| 61 | 142 | Maintenance of road side drains as per clause 1907(twice a year/as and when required) including shrubs and bush clearance and lopping of required tree branches minor slip clearance (twice a year/as and when required). Maintenance of shoulders by way of filling trimming and proper compaction as per clause 1903 (but with 30 m lead). Maintenance of bridge /minor bridge/ slab culvert/ scuppers by way of clearing, cleaning,erosion repair, repair to cracks, parapet walls, protection works etc as per clause 1907. maintenance of bituminous road (main travelling surface) by way of cleaning and keeping the road surface free from any obstruction as per clause 1905. Repair of pot holes , patches as per clause 1904.2. Maintenance of edge stones, sign board as per clause 1910. Maintenance of km, hectometer stone as per clause 1912, Repair of parapets and white washing / colour washing of parapet edge stone , tree trunks ,hill side prominent structures and spots such as top of breast wall, rocks, boulders, by making circular marking on the hill side structure as per frequncy and instructions mentioned in contract data including all material ,labour T&P etc as required for proper completion of work.\n | item 142 | ||
| 62 | 143 | 1st year | item 143 | 8.4 | Km |
| 63 | 144 | 2nd year | item 144 | 8.4 | Km |
| 64 | 145 | 3rd year | item 145 | 8.4 | Km |
| 65 | 146 | 4th year | item 146 | 8.4 | Km |
| 66 | 147 | 5th year | item 147 | 8.4 | 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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