Tender For Recovery And Reconstruction Of Road From Khoprail Gaon To Dara Gaon. (L-1.20Km).
Tender Value
60.82 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
5 days left
EMD
1.21 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
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Recovery And Reconstruction Of Road From Khoprail Gaon To Dara Gaon. (L-1.20Km).
BOQ
| Sl. No. | Item Description |
| 1 | Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by abull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side. |
| 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material bymanual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD. |
| 3 | Earth work in cutting to form road section in correct profile inincluding removal of spoils not exceeding initial leas of 50 m and initial lift of 1.50 m |
| 4 | Excavation in odinary rock using manual means including removal of spoila within all lifts and lead upto 50 m |
| 5 | Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing,spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. Asrequired complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring |
| 6 | (II) Cement concrete with 30 mm downgraded ballast excluding shuttering. N.B.Variety ( 1:3:6) |
| 7 | Plum concrete work with cement concrete(1:3:6) with 40% 30mm down gradedstone metal 60% and stone boulder of size150mm and above placed in position asdirected excluding shuttering if any. |
| 8 | Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction. |
| 9 | Rubble masonry in cement (6:1) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. |
| 10 | Dry rubble masonry with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. |
| 11 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300m. including all lifts. Earth to be approvedby the Engineer-in-charge. |
| 12 | Back filling behind abutment, wing walland return wall complete as per drawingand Technical specification. |
| 13 | V Drain: Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorumsoil ) including removing, spreading or stacking the spoils |
| 14 | 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. |
| 15 | Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal |
| 16 | Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction. |
| 17 | Box Drain: Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water et. As required complete, depth of excavation exceeding 1 metre upto 2m |
| 18 | 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. |
| 19 | Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal |
| 20 | Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction. |
| 21 | Construction 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 controlcomplete as per Clause 401 of Specifications for Road &Bridge Works of MoRT&H (5th Revision). |
| 22 | Providing, 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 ofcoarse aggregate, watering including lighting, guarding,barricading and making necessary earthen bundh of onemetre width on each side and preparing the bed by necessarycutting or filling, including cost of all materials and hire andlabour charges of all men and machinery and compacting tothe required density, as per Clause 404 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). |
| 23 | Providing and applying bituminous Primer Coat for priming of bae course with Cationic bituminous emulsion of approved grade and requisite quantity including preparation of the surface to be primed, through cleaning and sweeping, uprooting weeds, grass etc. dampening the surface beforehand spraying the primver using sprayer mounted ondistributor truck or with hand sprayer using machanical pumpincluding cost and carriage of bitumen emulsion and all otherincidental coat of work. |
| 24 | Providing 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 all complete as per Clause 503 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 25 | Providing & Laying 20 mm thick Open Graded Premixed Carpet using 13.2mm (@ 0.18 m3/m2) and 11.2 mm (@ 0.09m3/m2) size stone aggregates, including thorough cleaning of the surface, applying tack coat, sceerning, cleaning and preheating stne chips and fully pre-coating the same with matrix @ 54 kg per m3 of aggregates, laying thepremixed chips uniformly over the surface hand packing,thoroughly rolling by powr roller, incluidng the cost andcarriage of stone chips and matrix, heating the matrix and allother cost and charges in this connection including hirecharges and cost of fuel and lubricants of machineries andequipments for construciton and quality control as per IRCspecification complete excluding cost of applying tack coat. |
| 26 | Laying premixed seal coat (type'B') using 0.6 m3 of grit or sand (passing 2.36 mm sieve and retained on 180 micron) per 100 sq metre area including cleaning the surface, preheating the grit/sand by Miller Mixer/Suitable pans, Mixing the preheated grit/sand with hot matrix @ 113.50 kg. per m3 of grit/sand, laying the mixture uniformly over the surfaceandrolling with power roller in cluding the cost and carriage of grit/sand , and matrix, heating matrix, and grit/sand returning the empty drums to the eptt. godown and all other costs nd charges in this connection. |
| 27 | Spreading of sand over the bituminous surface @ 0.003 m3 per m2 of surface from the road side stacks and carriage of the same up to a distance of 150 m from stack complete including cost of sand. |
| 28 | Hume Pipe 600m: Earthwork in excavation of foundation structure as pwe drawing and technical spwcification including setting out, removing spreading or stacking of spoils trimming of sides of the trenches, levelling, dressing and ramming the bottom, and back filling with approved material complete as per direction of Engineer- in - Charge. |
| 29 | 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. |
| 30 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in Ground Floor as per revelent IS codes . |
| 31 | Plum concrete work with 40% cement concrete with 30mm down graded stone metal and 60% stone boulder of size 150mm and above, placed in position as directed excluding shuttering if any. |
| 32 | 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, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. |
| 33 | Providing and laying reinforced cement concrete pipe NP4 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. |
| 34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. |
| 35 | ADD 18% GST |
| 36 | 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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