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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 79 2 BOSEPUKUR ROAD GROUND FLOOR FLAT NO G 1 KOLKATA 700042 | KOLKATA | PASCHIM MEDINIPUR | WEST BENGAL | 700042 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical D 1 1 GILLANDER HOUSE 8 N S ROAD KOLKATA 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical PREMISES NO 02 0517 PLOT NO AAIIB 330 ACTION AREA IIB NEWTOWN NORTH 24 PGNS KOLKATA 700157 | 24 PARAGANAS NORTH | WEST BENGAL | 700157 | Admitted-Fee/PreQual/Technical |
Tender Value
₹13.2 Cr
EMD Value
₹10 L
Closing Date
26 May 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE, WHC-II, PWRD
OFFICE OF THE SUPERINTENDING ENGINEER, WESTERN HIGHWAY CIRCLE NO-II, P.W.(ROADS) DIRECTORATE, PURTA BHAVAN, SARAT SARANI, KODALI, HOOGHLY-712123
New Construction of 2 (two) nos. minor bridges at Ch. 1.040 Km over Dankuni Canal and Ch. 6.700 km Dankuni Nallah of newly taken over Delhi Road (SH-13) under Hooghly Highway Division No.- II during the year 2024-25.
2025_WBPWD_838218_1
WBPWRD/SE/WHC-II/NIT_01/25-26
Open Tender
CIVIL WORKS
Percentage
660 days
Hooghly
Please refer Tender documents.
4 documents required · 4 mandatory
₹10 L
Yes
Office of the SE, WHC-II, PWRD
15 Sept 2026
23 Apr 2025
28 May 2025
24 Apr 2025
26 May 2025
8 May 2025
7 May 2025
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 |
|---|---|---|---|---|---|
| 1Part-A (ROAD WORKS) SITE CLEARANCE | |||||
| 1.01 | Clearing and Grubbing Road Land
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.
(I) By Mechanical Means
a) a) In area of non-thorny jungle | 1.18 | Het | 23,363 | ₹27,568.34 |
| 1.02 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
(I) By Manual Means
a) Granular Courses | 2,143 | Cum | 433.75 | ₹9,29,526.25 |
| 1.03 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.
(II) By Mechanical Means
Bituminous Courses | 806 | Cum | 257.75 | ₹2,07,746.5 |
| 2Part-A (ROAD WORKS) EARTHWORK | |||||
| 2.01 | 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 as per Clause 301 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision).
Payment will be made on the basis of pre works and post works measurement. | 4,567 | Cum | 37.3 | ₹1,70,349.1 |
| 2.02 | Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 for Rural Roads of MORD.
Payment will be made on the basis of pre works and post works measurement. | 1,122 | Cum | 41 | ₹46,002 |
| 2.03 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km. | 4,924 | Cum | 46.8 | ₹2,30,443.2 |
| 2.04 | Construction of Subgrade and Earthen Shoulders
Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD.
Total carriage upto 2 km
Land owned / arranged by the contractor add @Rs.25/m3.
Total Lead= 3 km
(Payments will be made on the basis of pre works and post works measurement)
Royalty charges @ Rs. 29.00 per m3 and Cess charges @ Rs. 5.30 per m3 have already been considered in the rate which shall only be paid on production of necessary documents in support of payment made towards the Royalties and Cesses. | 1,080 | Cum | 94.8 | ₹1,02,384 |
| 3Part-A (ROAD WORKS) SUB- BASE AND BASE COURSES | |||||
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