Road From Rangamati More Gagi Road From Rangamati More Gagi Pmgsy Road To Tunturi-Suisa Pwd Road Via Gagi Village Under Tunturi-Suisa Gp Of Baghmundi Block In The District Of Purulia Ch . 0 . 000Kmp To 0 . 3600Kmp
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Bid Submission
18 Feb 2021
0 days left
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3.82 Lakhs
Bank guarantee accepted
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Non-refundable
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Online
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Competition Type
NCB
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Location / State
BAGHMUNDI → West Bengal
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Not Available
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Project Description
Road From Rangamati More Gagi Road From Rangamati More Gagi Pmgsy Road To Tunturi-Suisa Pwd Road Via Gagi Village Under Tunturi-Suisa Gp Of Baghmundi Block In The District Of Purulia Ch . 0 . 000Kmp To 0 . 3600Kmp
BOQ
| Name of Work: ROAD FROM RANGAMATI MORE GAGI PMGSY ROAD TO TUNTURI-SUISA PWD ROAD VIA GAGI VILLAGE UNDER TUNTURI-SUISA GP OF BAGHMUNDI BLOCK IN THE DISTRICT OF PURULIA (Ch. 0/000KMP to 0/3600KMP) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD PAVEMENT WORK (BT) [L=3.0 KM]\nEarth-Work: Embankment & Subgrade Construction | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | Clearing 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. \nBy Manual Means- In area of non-thorny jungle | BI01010001010000000000000515BI0100001114 | 0.288 | hact |
| 3 | 1.02 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of\nMORD. (Mode of measurement: pre works and post works)\nCh. 0/000 to 1/150 & Ch. 1/750 to 3/600 | BI01010001010000000000000515BI0100001115 | 17220 | Cum |
| 4 | 1.03 | 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 | 270 | Cum |
| 5 | 2 | 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).\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 | BI01010001010000000000000515BI0100001117 | ||
| 6 | 2.01 | GSB: Grading – II. USING PAKUR VARIETY STONE AGGREGATES | BI01010001010000000000000515BI0100001118 | 860.63 | Cum |
| 7 | 2.02 | GSB: Grading – VI. USING PAKUR VARIETY STONE AGGREGATES | BI01010001010000000000000515BI0100001119 | 860.63 | Cum |
| 8 | 3 | BASE COURSE : WBM BY MANUAL MEANS\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) | BI01010001010000000000000515BI0100001120 | ||
| 9 | 3.01 | Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm). Using Pakur Variety stone aggregates. \nMaterials req. per cum: i) Grading-I Aggregate (63mm to 45mm): 1.21 cum. (ii) Stone screening Type-B (11.2mm): 0.24 cum | BI01010001010000000000000515BI0100001121 | 860.63 | Cum |
| 10 | 3.02 | Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Using Pakur Variety stone aggregates.\nMaterials req. per cum: i) Grading-II Aggregate (53mm to 22.4mm): 1.21 cum. (ii) Stone screening Type-B (11.2mm): 0.24 cum | BI01010001010000000000000515BI0100001122 | 860.63 | Cum |
| 11 | 4 | BASE & SURFACE COURSE : BITUMINOUS | BI01010001010000000000000515BI0100001123 | ||
| 12 | 4.01 | Prime Coat\nProviding and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: (with primer @0.85kg/sqm)\n Cationic Bituminous Emulsion Slow Setting grade SS-1 recommended for prime coat application (Bituminous Emulsion (PACKED) MS Type from Dhulagarh) | BI01010001010000000000000515BI0100001124 | 11475 | SQM |
| 13 | 4.02 | Tack Coat\nProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \nOn Granular surfaces treated with primer (Using Bitumen emulsion @0.275kg/ sqm.)\nCationic Bituminous Emulsion Rapid Setting grade RS- 1 recommended for tack coat\n(Bituminous Emulsion (PACKED) MS Type from Dhulagarh) | BI01010001010000000000000515BI0100001125 | 11475 | SQM |
| 14 | 4.03 | 20MM THICK PREMIX CARPET \nUSING VG-30 GRADE BITUMEN & MIXING WITH MOBILE HOT MIX PLANT (LIGHT DUTY) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. Material added: \n1) VG-30 Grade (60/70) BITUMEN (PACKED) FROM IOCL REFINERY HALDIA @1.46 Kg./sqm. \n2) 13.2 mm Stone Chips of Pakur Variety: 0.018m3 /Sqm\n3) 11.2mm Stone Chips Pakur Variety: 0.009m3 /Sqm | BI01010001010000000000000515BI0100001126 | 11475 | SQM |
| 15 | 4.04 | SEAL COAT\nProviding and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).By Manual Means : Seal coat: Type B With Hot Bitumen Binder @ 6.80 kg /10 sqm [BITUMEN: VG-30 (PACKED) FROM IOCL REFINERY HALDIA] | BI01010001010000000000000515BI0100001127 | 11475 | SQM |
| 16 | 5 | ROAD PAVEMENT WORK (CC) [L=0.600KM]\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. By Manual Means- In area of non-thorny jungle \nCh. 1/150 to 1/750 | BI01010001010000000000000515BI0100001128 | 0.05 | hact |
| 17 | 6 | 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.\nPreparation of sub-grade with embankment & shoulder construction.\nfor depth upto 300mm | BI01010001010000000000000515BI0100001129 | ||
| 18 | 6.01 | Depth 0 to 150 mm. | BI01010001010000000000000515BI0100001130 | 3000 | SQM |
| 19 | 6.02 | Depth 150 to 300 mm. | BI01010001010000000000000515BI0100001131 | 3000 | SQM |
| 20 | 7 | 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. | BI01010001010000000000000515BI0100001132 | 54 | CUM |
| 21 | 8 | GSB- Grade-II: 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). \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\nGSB: Grading – II with Pakur variety. (2 Layer each of 75mm thk.) | BI01010001010000000000000515BI0100001133 | 371.79 | CUM |
| 22 | 9 | 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 | BI01010001010000000000000515BI0100001134 | 459 | CUM |
| 23 | 10 | 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. | BI01010001010000000000000515BI0100001135 | 2295 | SQM |
| 24 | 11 | 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. | BI01010001010000000000000515BI0100001136 | 339.75 | SQM |
| 25 | 12 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.\nJoint sealing compound at contraction joint position @4.5m interval | BI01010001010000000000000515BI0100001137 | 498.75 | Metre |
| 26 | 13 | TRAFFIC SIGN & ROAD SAFETY WORK\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. Ordinary kilometer stone (precast) | BI01010001010000000000000515BI0100001138 | 5 | Each |
| 27 | 14 | 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 | BI01010001010000000000000515BI0100001139 | ||
| 28 | 14.01 | 60 cm equilateral triangle : for Cautionary/Warning Signs | BI01010001010000000000000515BI0100001140 | 6 | EACH |
| 29 | 14.02 | 60 cm Circular : for Mandatory/ Regulatory Signs | BI01010001010000000000000515BI0100001141 | 4 | EACH |
| 30 | 14.03 | 90 cm high Octagon : Mandatory/ Regulatory Signs | BI01010001010000000000000515BI0100001142 | 1 | EACH |
| 31 | 14.04 | 60 cm x 45 cm rectangular : for Informatory/Guide Signs\nFacility Information: symbol within a rectangular board with blue background.\nFor Direction and Place Identification signs: used with destination names and distances with arrows indicating the direction. White Background with Black Arrows/Border/Letters | BI01010001010000000000000515BI0100001143 | 2 | EACH |
| 32 | 15 | 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 | BI01010001010000000000000515BI0100001144 | 30 | Each |
| 33 | 16 | 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. Board at Both end of the road. size: 1500x900 | BI01010001010000000000000515BI0100001145 | 2.7 | SQM |
| 34 | 17 | CROSS DRAINAGE WORK: \n3 NOS. 1V-600MM DIA NP3 PIPE CULVERT\n\nEXCAVATION FOR STRUCTURES\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD 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. | BI01010001010000000000000515BI0100001146 | 36.93 | CUM |
| 35 | 18 | 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. | BI01010001010000000000000515BI0100001147 | ||
| 36 | 18.01 | M-15 Grade Using concrete mixer. PAKUR VARIETY | BI01010001010000000000000515BI0100001148 | 8.11 | CUM |
| 37 | 18.02 | M-20 Grade Using concrete mixer. PAKUR VARIETY | BI01010001010000000000000515BI0100001149 | 17.93 | CUM |
| 38 | 19 | Bedding for Pipe\nType A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD Pakur Variety.\n M-15 Grade Using concrete mixer. PAKUR VARIETY | BI01010001010000000000000515BI0100001150 | 4.64 | CUM |
| 39 | 20 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Pakur Variety stone boulders of size: 30/45 Kg. | BI01010001010000000000000515BI0100001151 | 6.75 | CUM |
| 40 | 21 | Providing and laying reinforced cement concrete pipe NP3 as per design in single row\nProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. \n600 mm dia NP3 Pipe | BI01010001010000000000000515BI0100001152 | 22.5 | metre |
| 41 | 22 | Supplying, spreading and compacting 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 adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | BI01010001010000000000000515BI0100001153 | 9.65 | CUM |
| 42 | 23 | 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. (b) Where staging is not required. | BI01010001010000000000000515BI0100001155 | 112.02 | SQM |
| 43 | 24 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.\nJoint sealing compound at construction joint position of Parapet & Road Pavement PCC | BI01010001010000000000000515BI0100001156 | 13.5 | Metre |
| 44 | 25 | 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. | BI01010001010000000000000515BI0100001157 | 24 | EACH |
| 45 | 26 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. \nTwo Coats | BI01010001010000000000000515BI0100001158 | 20.16 | SQM |
| 46 | 28 | Add: GST @12% on Total Cost of Civil Work | BI01010001010000000000000515BI0100001159 | 1.69056e+07 | Rs. |
| 47 | 29 | Add: Labour Walfare Cess @1% on Total Cost of (Civil Work + GST) | BI01010001010000000000000515BI0100001160 | 1.89343e+07 | Rs. |
AI Tender Summary
Tender Timeline
Jan 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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