Tender For Recovery And Reconstruction Of Road From Amit Pradhans House To Dilpali Gaon Road 9 No. Village Tea Okayti Tea Garden, Mirik, Length -0.450 Km
Tender Value
43.89 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
5 days left
EMD
87799
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
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Recovery And Reconstruction Of Road From Amit Pradhans House To Dilpali Gaon Road 9 No. Village Tea Okayti Tea Garden, Mirik, Length -0.450 Km
BOQ
| Sl. No. | Item Description |
| 1 | Land Slide Clearance in SoilClearance of land slides in soil and ordinary rock by abull-dozer D 80 A-12, 180 HP and disposal of the sameon the valley side. |
| 2 | Excavation for StructuresEarth work in excavation of foundation of structuresas per drawing and technical specification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge . |
| 3 | Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 4 | Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrainetc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction. |
| 5 | Back filling behind abutment, wing wall and returnwall complete as per drawing and Technicalspecification.A) Granular material |
| 6 | Earth work in excavation of foundation of structuresas per drawing and technical specification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge . |
| 7 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 8 | (II) Cement concrete with 30 mm down graded ballast excluding shuttering. N.B. Variety ( 1:3:6) |
| 9 | Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrainetc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction. |
| 10 | Earth work in excavation of foundation of structuresas per drawing and technical specification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge . |
| 11 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 12 | (II) Cement concrete with 30 mm down graded ballast excluding shuttering. N.B. Variety ( 1:3:6) |
| 13 | Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind ofplain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrainetc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction. |
| 14 | Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first classbedding of granular material in single row includingfixing with cement mortar 1:2 as per TechnicalSpecification Clause 1106 for Rural Roads of MORD. (D) 600 mm dia |
| 15 | Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 16 | Construction of granular sub-base by providinggraded material, mixing by mix in placemethod with Rotavator at OMC, spreading inuniform layers with Motor grader on preparedsurface in proper grade and camber,compacting with vibratory roller to achieve thedesired density, including lighting, guarding,barricading, including cost of all materials,machinery, tools and plants including cost ofquality control complete as per Clause 401 ofSpecifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 17 | Providing, laying, spreading and compacting stoneaggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing, rolling withvibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite typeof screening / binding materials to fill up theinterstices of coarse aggregate, watering includinglighting, guarding, barricading and makingnecessary earthen bundh of one metre width oneach side and preparing the bed by necessarycutting or filling, including cost of all materials andhire and labour charges of all men and machineryand compacting to the required density, as perClause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). |
| 18 | Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 and requisite quantity on preparedsurface of granular base including cleaning of roadsurface and spraying primer using Mechanicalmeans including cost and carriage of bitumenemulsion and all other incidental costs of workcomplete as per Clause 502 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). |
| 19 | Providing and applying tack coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 on the prepared surface cleaned withHydraulic broom, moistening the surface includingcost and carriage of emulsion, hire charges ofmachinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision) |
| 20 | Providing, laying and rolling of Open - graded premixsurfacing 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 cleaningof the surface, screening, cleaning and pre-heatingstone chips and fully pre-coating the same eitherusing viscosity grade paving bitumen or cut-back oremulsion, carrying the mixture by tipper trucks or byany other suitable arrangements, laying the mixtureuniformly over the surface with paver finisher,including manual operations as and when requiredfor proper line, grade and level to serve as wearingcourse on a previously prepared base, includingmixing in Hot Mix Plant and thoroughly rolling with asmooth wheeled roller 8-10 tonne capacity, finishedto required level and grades including the cost andcarriage of stone chips and matrix, heating thematrix, preheating the aggregates to requiredtemperature and including the hire charges of HotMix Plant and other machinery, pay of operators,cost of fuel and lubricants etc. complete as perClause 510 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). |
| 21 | Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2and bitumen binder on thoroughly cleaned blacktop surface coated with tack coat, including heatingand mixing cleaned sand/grit (100 % passing through2.36 mm sieve and retained on 180 micron sieve)uniformly with bitumen binder, laying and spreadingthe mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensureuniformity, followed by rolling with power rollerincluding the cost and carriage of binder andaggregates, cost of heating the binder andaggregates and all other incidental charges, cost offuel and lubricants, including hire charges ofmachineries, tools & plants required for constructionand quality control complete as per Clause 511 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision). |
| 22 | Spreading of sand over the bituminous surface @0.003 m3 per m2 of surface from the road side stacksand carriage of the same up to a distance of 150 mfrom stack complete including cost of sand. |
| 23 | ADD 18% GST |
| 24 | ADD 1% CESS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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