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Tender Value
₹9.9 L
EMD Value
₹19,834
Closing Date
10 Jul 2026, 11:30 am
Similar tender results from the same govt authority in the past 3 years.
THE EXECUTIVE ENGINEER BERHAMPORE DIVISION - I
THE EXECUTIVE ENGINEER BERHAMPORE DIVISION - I PUBLIC WORKS DIRECTORATE B.K-II Building FOUZDARI COURT COMPOUND Cantonment Road, Berhampore Murshidabad Pin-742101 West Bengal
Emergent Restotation of the damaged water logged stretch from Chainage 30.100 km to 30.200 km In Stretches of Berhampore-Kandi-Sultanpur Road SH-11 of Kandi sub Division under Berhampore Division No.-I P.W.D. during 2026-2027
2026_WBPWD_5015886_1
WBPWD/EE/BD-I/eNIT-04 of 26-27.
Open Tender
CIVIL WORKS
30 days
Kandi Subdivision
Please refer Tender documents.
4 documents required · 4 mandatory
₹19,834
Yes
THE EXECUTIVE ENGINEER BERHAMPORE DIVISION - I
23 Jun 2026
23 Jun 2026
13 Jul 2026
25 Jun 2026
10 Jul 2026
25 Jun 2026
24 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of Flexible Pavements:- Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means, b) Granular Courses | - | Cum | 453 | - | 1 |
| 2 | 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 of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire 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). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means | - | Cum | 2,051.52 | - | 2 |
| 3 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. | - | Cum | 9,356 | - | 3 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) ………………….in foundation or in foundation trenches. | - | sqm | 24 | - | 4 |
| 5 | Supplying and Laying in the specified pattern of interlocking Concrete Block Pavement (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydrawlic pressue (as per cl. no. 6.30 of IRC:SP:63(2018) from BIS licensce manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving block, as per Cl. No. 3.26 of IS:15658) and of specified size and shape with aspect ratiothe ratio of length thickness of paver block as per Cl. No. 3.3 of IS: 15658 as per table no 2 of IS:15658 with flexural strength/breaking load as per annerture G of IS:15658, on the prepaired base course of specified CBR as per table 1 of IRC SP 63 (2018) or else mentioned in design and drawing with a cursion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP 63) and filling up the gap between paver blocks with joint filling sand (The gradding of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per clause Cl. No. 8.7 of IRC SP -63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.
120 mm thick. (Gray) | - | sqm | 1,002 | - | 5 |
| 6 | GST 18% | - | Percent | 18 | - | 6 |
| 7 | Labour Welfare CESS | - | Percent | 1 | - | 7 |
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