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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹108.5 Cr
EMD Value
₹2.2 Cr
Closing Date
18 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Superintending Engineer and Project Director PIU-I
Office of the Superintending Engineer and Project Director Project Implementation Unit - I,P.W. (Roads) Directorate, 3No. Commissariat Road Hastings Kolkata-700022.
Kalaberia-Pirakata-Dhansole-Lalgarh Rdfrom12.000kmpto25.000kmp,WideningandStrengtheningwork including 3700m paver block,19 Nos.Culvertreplacement,3625.0m Protective work and 4510.0m drainage workunderMidnapore Hwy Div,dist of Paschim Medinipur
2026_WBPWD_5080831_1
WBPWD/PW(R)/SEPD/PIU-I/NIT-44 OF 2026-2027
Open Tender
CIVIL WORKS
Percentage
540 days
Kalaberia
Please refer Tender documents.
5 documents required · 5 mandatory
₹2.2 Cr
Yes
Project Implementation Unit - I, P.W. (Roads) Dte
15 Oct 2026
15 Oct 2026
20 Nov 2026
16 Oct 2026
18 Nov 2026
29 Oct 2026
28 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0PART-1: Road Works | |||||
| 1.01 | Cutting of Trees, including cutting of Trunks, Branches and Removal
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of1000metresandearthfilling in the depression/pit. (Reference to MORT&H's specification clause 201)
Girth from 300 mm to 600 mm | 104 | Each | 295.65 | ₹30,747.6 |
| 1.02 | Cutting of Trees, including cutting of Trunks, Branches and Removal
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and upto a lead of1000metresandearthfilling in the depression/pit. (Reference to MORT&H's specification clause 201)
Girth from 900 mm to 1800 mm | 52 | Each | 1,034.78 | ₹53,808.56 |
| 1.03 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Reference to MoRT&H's specification clause 301). | 89,236.03 | Cum | 83.99 | ₹74,94,934.16 |
| 1.04 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
By Mechanical Means
Bituminous course | 1,263.64 | Cum | 307.17 | ₹3,88,152.3 |
| 1.05 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)
By Manual Means
Granular courses | 25,947.32 | Cum | 577.14 | ₹1,49,75,236.26 |
| 1.06 | 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.
Fine Sand | 33,018.17 | Cum | 936.85 | ₹3,09,33,072.56 |
| 1.07 | Granular Sub-Base with Graded Material
Plant Mix Method
Construction of granular sub-base byproviding graded material such as natural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8),complete as per clause 401
Granular Sub-base (Grading - II)
Using Medium Sand and Pakur variety stone material.
(Payment will be made on the basis of finished compacted volume) | 13,357 | Cum | 2,488.2 | ₹3,32,34,887.4 |
| 1.08 | Granular Sub-Base with Graded Material
Plant Mix Method
Construction of granular sub-base byproviding graded material such as natural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8),complete as per clause 401
Granular Sub-base (Grading - III)
Using Medium Sand and Pakur variety stone material..
(Payment will be made on the basis of finished compacted volume) | 17,324.69 | Cum | 3,237.63 | ₹5,60,90,936.08 |
| 1.09 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density . The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406.
Using Pakur variety stone material.
(Payment will be made on the basis of finished compacted volume) | 27,945.37 | Cum | 3,753.72 | ₹10,48,99,094.28 |
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