Construction Of Banali-Talli To Talai Motor Road, Stage-I With 02 Year Maintenance Under Pmgsy (Length-12.00 Km.)
Tender Value
7.21 Crore
Estimated cost
Bid Submission
09 Sep 2019
0 days left
EMD
14.42 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 of Banali-Talli to Talai Motor Road, Stage-I with 02 Year Maintenance under PMGSY (Length-12.00 Km.)
BOQ
| Name of Work: Construction of Banali-Talli to Talai Motor Road, Stage-I with 02 Year Maintenance under PMGSY (Length-12.00 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. | BI01010001010000000000000515BI0100001113 | 1 | LS |
| 2 | 2 | PROTECTION WORK | |||
| 3 | 3 | Excavation in foundation for retaining, breast walls etc, in all types of soils and 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 Specifiction | BI01010001010000000000000515BI0100001114 | 5105.36 | Cum |
| 4 | 4 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | BI01010001010000000000000515BI0100001115 | 9082.87 | Cum |
| 5 | 5 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)\n\n | BI01010001010000000000000515BI0100001116 | 1194.27 | Cum |
| 6 | 6 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001117 | 1620.64 | Cum |
| 7 | 7 | 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 (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. | BI01010001010000000000000515BI0100001118 | 3037.5 | Cum |
| 8 | 8 | PARAPET | |||
| 9 | 9 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)For Parapet\n\n | BI01010001010000000000000515BI0100001119 | 46.58 | Cum |
| 10 | 10 | 15 mm thick Plastering with 1:4 cement 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 Specification for Rural Roads 2014. | BI01010001010000000000000515BI0100001120 | 253.58 | Sqm |
| 11 | 11 | 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 | BI01010001010000000000000515BI0100001121 | 17.42 | Cum |
| 12 | 12 | 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 | BI01010001010000000000000515BI0100001122 | 2.03 | Cum |
| 13 | 13 | 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 | BI01010001010000000000000515BI0100001123 | 345.6 | Sqm |
| 14 | 14 | DRAINAGE WORK | |||
| 15 | 15 | Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site)Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil& Ordinary Rock Construction of unlined surface 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 MORD Specification for Rural Roads 2014 | BI01010001010000000000000515BI0100001124 | 9484 | Rm. |
| 16 | 16 | CROSS DRAINAGE WORK | |||
| 17 | 17 | Excavation in foundation in soil in hill area by mechanical means including cutting and trimming of side slope and disposal of excavated earth lift up to 1.50 mt lead up to 20 mt as per tech spec. no - 1603.2 | BI01010001010000000000000515BI0100001125 | 239.4 | Cum |
| 18 | 18 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)(kharanja) | BI01010001010000000000000515BI0100001126 | 82.2 | Cum |
| 19 | 19 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)\n\n | BI01010001010000000000000515BI0100001127 | 325.8 | Cum |
| 20 | 20 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia pvc 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 | BI01010001010000000000000515BI0100001128 | 326.4 | Rm |
| 21 | 21 | 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 | BI01010001010000000000000515BI0100001129 | 54 | Cum |
| 22 | 22 | Construction of 1.00 Mtr. Dia NP3 Hume Pipe Culvert | |||
| 23 | 23 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | BI01010001010000000000000515BI0100001130 | 1719.9 | Cum |
| 24 | 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 | BI01010001010000000000000515BI0100001131 | 88.2 | Cum |
| 25 | 25 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)\n\n | BI01010001010000000000000515BI0100001132 | 387.16 | Cum |
| 26 | 26 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonryworks in head walls and parapets Clause 1106 1000 mm dia | BI01010001010000000000000515BI0100001133 | 337.5 | Rmt. |
| 27 | 27 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) | BI01010001010000000000000515BI0100001134 | 1026.02 | Cum |
| 28 | 28 | FOR CATCHPIT | |||
| 29 | 29 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | BI01010001010000000000000515BI0100001135 | 795.66 | Cum |
| 30 | 30 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)(kharanja) | BI01010001010000000000000515BI0100001136 | 478.24 | Cum |
| 31 | 31 | 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 | BI01010001010000000000000515BI0100001137 | 16.88 | Cum |
| 32 | 32 | CONSTRUCTIN OF CULVERT | |||
| 33 | 33 | Excavation for Structures\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth 3 m to 6 m | BI01010001010000000000000515BI0100001138 | 960.768 | Cum |
| 34 | 34 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M10 | BI01010001010000000000000515BI0100001139 | 35.136 | Cum |
| 35 | 35 | C - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M20 in (raft foundation) | BI01010001010000000000000515BI0100001140 | 47.52 | cum |
| 36 | 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M20 in bends | BI01010001010000000000000515BI0100001141 | 54 | cum |
| 37 | 37 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M25 in Superstructure | BI01010001010000000000000515BI0100001142 | 197.208 | Cum |
| 38 | 38 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete M.T.as per drawing and technical specifications .(The reinforcement steel shall be procured from original (primary) steel producersas per clause no. 1009.3.1 of MORTH specifications (Fifth Revision'2013) and IS1786:2008 clause no. 1.6). | BI01010001010000000000000515BI0100001143 | ||
| 39 | 39 | Foundation | BI01010001010000000000000515BI0100001144 | 44.764 | Qtl |
| 40 | 40 | Sub Structure | BI01010001010000000000000515BI0100001145 | 50.868 | Qtl |
| 41 | 41 | Super Structure | BI01010001010000000000000515BI0100001146 | 232.212 | Qtl |
| 42 | 42 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 369.36 | Cum | |
| 43 | 43 | Coursed rubble masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar. | 202.272 | Cum | |
| 44 | 44 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry In cement mortar (1:5) | 74.617 | Cum | |
| 45 | 45 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 | 78 | Rmt | |
| 46 | 46 | 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 | 219.375 | Cum | |
| 47 | 47 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) | 50 | Rmt | |
| 48 | 48 | ENVIRONMENTAL PROTECTION WORK | |||
| 49 | 49 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 319.5 | Cum | |
| 50 | 50 | 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 (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (dumping zone) | 1597.5 | Cum | |
| 51 | 51 | ROAD FURNITURE | |||
| 52 | 52 | Kilometre Stone\nReinforced 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 | |||
| 53 | 53 | 5th Kilometre Stone (precast) | 1 | Nos. | |
| 54 | 54 | Ordinary Kilometer Stone (Precast) | 10 | Nos. | |
| 55 | 55 | 200 m stone (precast) | 39 | Nos. | |
| 56 | 56 | Providing & fixing of PMGSY Logo Board at starting point, end point and 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.Technical Specification Clause 1701 | 4 | Nos. | |
| 57 | 57 | Providing fixing of Citizen 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.Clause 1701 and Annexure 1700.1 | 2 | Nos. | |
| 58 | 58 | Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. | 2 | Nos. | |
| 59 | 59 | Semi-Reflective Traffic signs\nDirection and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 4.86 | Sqm | |
| 60 | 60 | 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 standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification for Rural Roads 2014. | 1 | Nos. | |
| 61 | 61 | Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 . | 512 | Nos. | |
| 62 | 62 | 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 1701.2.2 600 mm equilateral triangle | 24 | No | |
| 63 | 63 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick\nsupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | |||
| 64 | 64 | 600 mm equilateral triangle | 31 | Nos | |
| 65 | 65 | 800 mm x 600 mm rectangular | 32 | Nos | |
| 66 | 66 | Maintenance Activities | BI01010001010000000000000515BI0100001149 | ||
| 67 | 67 | 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 | BI01010001010000000000000515BI0100001150 | ||
| 68 | 68 | Ist Year | BI01010001010000000000000515BI0100001151 | 770 | Cum |
| 69 | 69 | Iind Year | BI01010001010000000000000515BI0100001152 | 692.208 | Cum |
| 70 | 70 | 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 | BI01010001010000000000000515BI0100001153 | ||
| 71 | 71 | Ist Year | BI01010001010000000000000515BI0100001154 | 27 | hours |
| 72 | 72 | Iind Year | BI01010001010000000000000515BI0100001155 | 26 | hours |
| 73 | 73 | 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 | BI01010001010000000000000515BI0100001156 | ||
| 74 | 74 | Ist Year | BI01010001010000000000000515BI0100001157 | 19.25 | Cum |
| 75 | 75 | Iind Year | BI01010001010000000000000515BI0100001158 | 17.305 | Cum |
| 76 | 76 | 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) | BI01010001010000000000000515BI0100001159 | ||
| 77 | 77 | Ist Year | BI01010001010000000000000515BI0100001160 | 38.456 | Cum |
| 78 | 78 | Iind Year | BI01010001010000000000000515BI0100001161 | 34.61 | Cum |
| 79 | 79 | Maintainance Activities:PBMC | BI01010001010000000000000515BI0100001162 | ||
| 80 | 80 | \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 | BI01010001010000000000000515BI0100001163 | ||
| 81 | 81 | Ist year | BI01010001010000000000000515BI0100001164 | 9.625 | KM |
| 82 | 82 | IInd year | BI01010001010000000000000515BI0100001165 | 9.625 | KM |
AI Tender Summary
Tender Timeline
Aug 09, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 09, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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