Construction Of Pcc Road From Laka Construction Of Pcc Road From Laka More To Palashboni Under Barabazar Under Block In The District Of Purulia
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Feb 2021
0 days left
EMD
2.84 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BARABAZAR → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pcc Road From Laka Construction Of Pcc Road From Laka More To Palashboni Under Barabazar Under Block In The District Of Purulia
BOQ
| Name of Work: CONSTRUCTION OF PCC ROAD FROM LAKA MORE TO PALASHBONI UNDER BARABAZAR UNDER BLOCK IN THE DISTRICT OF PURULIA. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD PAVEMENT WORK (CC) [L=1.800 KM]\n\nClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.\n(I) By Manual Means a) In area of non-thorny jungle | BI01010001010000000000000515BI0100001112 | 0.29 | hact |
| 2 | 2 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. \nfor depth upto 300mm | BI01010001010000000000000515BI0100001113 | ||
| 3 | 2.01 | Depth up to 150 mm. | BI01010001010000000000000515BI0100001114 | 9900 | SQM |
| 4 | 2.02 | For Depth of 150mm to 300 mm | BI01010001010000000000000515BI0100001115 | 9900 | SQM |
| 5 | 3 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. | BI01010001010000000000000515BI0100001116 | 236.25 | cum |
| 6 | 4 | Providing and laying Sand Blanket with medium sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume. \n75mm thick Sand over prepared subgrade as drainge layer. | BI01010001010000000000000515BI0100001117 | 546.75 | cum |
| 7 | 5 | GSB : Granular Sub-base with Graded Material - By Mix in Place Method \nConstruction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nGSB: Grading – II (100mm thk.). Using Pakur Variety stone aggregators. \nNote: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge, but the rate of the item is to be reduced by Rs. 30.00/cum | BI01010001010000000000000515BI0100001118 | 743.58 | cum |
| 8 | 6 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.\nM-25 Grade Using concrete mixer. Stone Aggregate of Pakur Variety | BI01010001010000000000000515BI0100001119 | 1377 | cum |
| 9 | 7 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | BI01010001010000000000000515BI0100001120 | 6885 | SQM |
| 10 | 8 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\n(b) Where staging is not required. \nShuttering work using ply wood 12mm thick/ steel sheet plate with required bracing. | BI01010001010000000000000515BI0100001121 | 800 | SQM |
| 11 | 9 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | BI01010001010000000000000515BI0100001122 | 1500 | metre |
| 12 | 10 | PROTECTIVE WORK: RCC RETAINING WALL\n\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | ||
| 13 | 10.01 | In all sorts of soil excluding marshy soil & rocks (soft or hard) By mechanical means (using excavator of suitable capacity). \nfor depth upto 3m \nWith pumping out water | BI01010001010000000000000515BI0100001124 | 149.4 | cum |
| 14 | 10.02 | In ordinary rock (not requiring blasting) By mechanical means (using excavator of suitable capacity).\n(i) Without pumping out water. | BI01010001010000000000000515BI0100001125 | 99.6 | cum |
| 15 | 11 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.\nM-15 Grade Using concrete mixer. Pakur Variety | BI01010001010000000000000515BI0100001126 | 25.88 | cum |
| 16 | 12 | RCC WORK INCLUDING COST OF FORM WORK | BI01010001010000000000000515BI0100001127 | ||
| 17 | 12.01 | RCC M25 FOR FOUNDATION \nPlain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M25\nI) Using concrete mixer Pakur Variety | BI01010001010000000000000515BI0100001128 | 77.38 | cum |
| 18 | 12.02 | RCC M25 FOR SUB-STRUCTURE\nPlain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.\nRCC Grade M25. Height upto 5m. Using concrete Mixer. (Stone Aggregate of Pakur Variety) | BI01010001010000000000000515BI0100001129 | 124.68 | cum |
| 19 | 13 | REINFORCEMENT WORK (SAIL/TATA/RINL) | BI01010001010000000000000515BI0100001130 | ||
| 20 | 13.01 | REINFORCEMENT WORK FOR BRIDGE FOUNDATION\nSupplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.\nSAIL/TATA/RINL | BI01010001010000000000000515BI0100001131 | 7.9 | MT |
| 21 | 13.02 | REINFORCEMENT WORK FOR BRIDGE SUB-STRUCTURE \nSupplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.\nSAIL/ TATA/ RINL | BI01010001010000000000000515BI0100001132 | 14.66 | MT |
| 22 | 14 | SHUTTERING WORK WITH STEEL SHEET PLATE/ 12MM THK. PLY\nHire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\n(a) Where staging is not required. | BI01010001010000000000000515BI0100001133 | 38.1 | SQM |
| 23 | 15 | Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001134 | 16 | metre |
| 24 | 16 | Providing and filling joint sealing compound as per drawings and technical specifications with\ncoarse sand and 6% bitumen by weight | BI01010001010000000000000515BI0100001135 | 51.2 | metre |
| 25 | 17 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001136 | 310 | Each |
| 26 | 18 | TRAFFIC SIGN & ROAD SAFETY WORK\n\nKilometre Stone\nReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. | BI01010001010000000000000515BI0100001137 | ||
| 27 | 18.01 | Ordinary kilometer stone (precast) | BI01010001010000000000000515BI0100001138 | 3 | Each |
| 28 | 18.02 | Hectometer stone (precast) | BI01010001010000000000000515BI0100001139 | 9 | Each |
| 29 | 19 | Retro-Reflectorised Traffic Signs\nProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nThe retro reflective sheeting used on the signs shall consist of white or coloured sheeting having a smooth outer surface which has the property of retro reflection over its entire surface. It shall be weather resistant and exhibit colour fastness | BI01010001010000000000000515BI0100001140 | ||
| 30 | 19.01 | 60 cm equilateral triangle : for Cautionary/Warning Signs | BI01010001010000000000000515BI0100001141 | 6 | Each |
| 31 | 19.02 | 60 cm Circular : for Mandatory/ Regulatory Signs | BI01010001010000000000000515BI0100001142 | 6 | Each |
| 32 | 19.03 | 90 cm high Octagon : Mandatory/ Regulatory Signs | BI01010001010000000000000515BI0100001143 | 2 | Each |
| 33 | 19.04 | 60 cm x 45 cm rectangular : for Informatory/Guide Signs Facility Information: symbol within a rectangular board with blue background. For Direction and Place Identification signs: used with destination names and distances with arrows indicating the direction. White Background with Black Arrows/Border/Letters | BI01010001010000000000000515BI0100001144 | 4 | Each |
| 34 | 20 | R.C. Guard post\nSupplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.\nWith Pakur variety stone chips | BI01010001010000000000000515BI0100001145 | 60 | Each |
| 35 | 21 | Citizen's information Board\nProviding and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nDirection and Place Identification Signs with size more than 0.9 sqm size : for Citizen's information Board .\n2 nos. (1200x1200) Board at both end of the road | BI01010001010000000000000515BI0100001146 | 2.88 | SQM |
| 36 | 22 | Add: GST @12% on Total Cost of Civil Work | BI01010001010000000000000515BI0100001147 | 1.25507e+07 | Rs. |
| 37 | 23 | Add: Labour Walfare Cess @1% on Total Cost of (Civil Work + GST) | BI01010001010000000000000515BI0100001148 | 1.40567e+07 | Rs. |
AI Tender Summary
Tender Timeline
Jan 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 09, 2021
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