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| Tender ID | 2997236 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Kalna Baidyapur Road 0 To 13.63 Kmp, Strengthening Work Under Burdwan South Highway Division, P.w. (roads) Directorate In The District Of Purba Bardhaman. |
| Last Date For Submission | 13th Mar, 2026 |
| Opening Date | 16 Mar, 2026 |
| Document Cost | 400.00 |
|---|---|
| EMD | 1000000.00 |
| Estimated Cost | 130140053.00 |
| City | Bardhaman |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | PART-A: ROAD WORKS | ||
| 2 | Construction of embankment with approved material obtained from borrow pits land owned/arranged by the agency at his own cost with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Carriage up to total lead of 1.0 km. (Royalty charge on earth @ Rs. 29.00 /m and cesses charges @ 5.30 /m will be deducted from the bill amount if the contractor not able to produce necessary documents in support of payment made towards the royalties). | 50756.00 | cum |
| 3 | Construction of embankment with approved material obtained from borrow pits land owned/arranged by the Department with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | 33837.00 | cum |
| 4 | Supplying & providing and applying Fog Spray using low viscosity (SS Type) Cationic bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing including thoroughly cleaning of surface using scrubber and compressed air jets, applying SS type Bituminous Emulsion using bitumen pressure distributor, including cost and carriage of all ingredients and hire and operational charges of all machinery, tools and plants including fuel, lubricants and cost of quality control as per Clause 513 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | 71319.93 | sqm |
| 5 | Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler (Cement/Hydrated lime/Rock dust) premixed with bituminous binder of approved grade @ 4.0% (min) for Grading-1 and 4.5% (min) for Grading-2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and Job Mix Formula as per clause 505.3.3 of MORT&H (5th Revision), including screening, cleaning of chips, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in Table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepaired surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56mpa, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Excluding cost of applying tack coat using cationic bitumen emulsion. For Grading 2 (26.5 mm nominal size, 50-75 mm thick. Using Batch Type HMP of minimum capacity 100-120 TPH. Tentative stone materials required per m of compacted volume: 26.5 mm size chips @ 0.2197 m /m , 22.4mm size chips @ 0.2197 m /m , 11.2mm size chips @ 0.3662 m /m , 5.6mm size chips @ 0.2197 m /m , stone dust with grit @ 0.4394m /m , Hydrated Lime @ 44.00 Kg/m & Bulk bitumen (VG-40 bulk) @ 111.00 Kg./m | 4803.61 | cum |
7 Days Left