Tender For Development Of Plantation Road From Gopal Dhura Fatak To Chowrasta At Mungpoo Govt Cinchona Plantation, Mungpoo Division Under Dcomp.
Tender Value
29.06 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
6 days left
EMD
58124
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 Development Of Plantation Road From Gopal Dhura Fatak To Chowrasta At Mungpoo Govt Cinchona Plantation, Mungpoo Division Under Dcomp.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000metres Excavation for roadway in ordinary rock with hydraulicexcavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance withrequirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) |
| 2 | B. By Mix in Place Method :Construction of granular sub-base by provid graded material, mixing by mix in placemethod 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 thedesired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost ofquali pecifications for Road & Bridge Works ofMoRT&H (5th Revision).(i) Grading –II |
| 3 | Water Bound Macadam Base CourseProviding, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadam 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 typeof screening / binding materials to fill up the interstices of coarse aggregate, watering includinglighting, guarding, barricading and making nessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials andhire 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).iii) Grading-II Aggregate (53 mm to 22.4 mm) UsingStone Screening Type B (11.2 mm)A. Manual Means |
| 4 | Prime CoatProviding 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).(i) For WBM / WMM Surface:(with primer @ 0.70-1.0 kg/sqm) |
| 5 | Tack CoatProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cle Hydraulic broom, moistening the surface includingcost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) |
| 6 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and 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 fueland 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. |
| 7 | Seal CoatA. Providing and laying Liquid Seal Coat (Type A) withapproved quality stone chips and bitumen binder on thoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder 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 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision).I By Mechanical Means(ii) With Cationic Bitumen Emulsion(@ 15.00 kg / 10 sqm.) |
| 8 | Excavation for StructuresEarth 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 directedand 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 .I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means.a) upto 3 m deptha) (iv) Without pumping out water and shoring |
| 9 | Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 10 | 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. |
| 11 | 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. |
| 12 | Filling properly the empty sausage crates withboulders of any size & shape with hand packing afterpreparation of bed of placement, placing the cratein position, carriage of boulders from road stacks witha lead upto 150m etc. complete in all respectincluding stitching the rest of the crate with wire(passage for filling boulders) after filling up the cratewith boulders and launching the crate in position ifnecessary and as directed by the Engineer-incharge.[Rate provided is exclusive of the cost of stoneboulders and sausage crate] |
| 13 | Dry stone 'V' Type Drain 60 cm wide and 30 cm deep with 150 mm to 230 mm thick dresed stone laid on edge including cost and carriage of all materials to site. |
| 14 | Stone square box drai 30cm x60cm with hard dressed stone including cost cement concrete, plastering and NCP cost &carrriage of all materials to workside. |
| 15 | Add 18% GST |
| 16 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender 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