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Tender Value
₹17.1 L
EMD Value
₹34,221
Closing Date
15 Sept 2026, 6:00 pm
The Administrator, Ranaghat Municipality
Subhas avenue,Ranaghat municipalty,Nadia 741201.
Improvement of Bituminous Road at Ramchandra Biswas Lane ( from P.C.Street to Siddheswari Tala Lane) in Ward no.-04
2026_MAD_1040039_2
WBMAD/ULB/RM/NIT-2e/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
Ranaghat Municipality
Refer to tender documents.
3 documents required · 3 mandatory
₹0
₹34,221
Yes
1 Sept 2026
1 Sept 2026
18 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 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 |
|---|---|---|---|---|---|
| 1 | Filling Pot-holes and Patch Repair with Bituminous Concrete 40 mm . Removal of all failed material,in the pavement courses and if necessary below the pavement,until the root causes of the failure is removed, the trimming of completed excavation
to provide firm vertical faces; specified for the pavement layer; application of tack coat conforming to cl. 503 of MORT&H's
specification ,on to the sides and base of excavation prior to back filling the pot holes with hot bituminous material as per clause
504 and the compaction,trimming and finishing of the surfaces of all patches to form a smooth
continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of
MORT&H's specification (i) For Grading 1 Materials | - | Sqm | 857.55 | - |
| 2 | Tack Coat . Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). i) On Bituminous surface @ 0.20-0.30Kg / sqm. | - | Sqm | 21.93 | - |
| 3 | Bituminous Macadam . Providing and laying bituminous macadam with 100-120 TPH hot mix plant using crushed aggregates of specified grading premixed with
approved bituminous binder @ 3.3% (min) for Grading -1 and 3.4% (min) for Grading -2 by weight of total mix , transported to site, laid over a previously prepared base with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Ref. toMORT&H's specification clause 504).
For Grading II ( 19 mm nominal maximum aggregate size) Layer Thickness 50 - 75 mm. | - | Cum | 12,728.28 | - |
| 4 | Open-Graded Premix Surface . Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade to required line......... finished to required level and grades (Reference to MORT&H's specification clause 510). Case - I: Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes / hour . | - | Sqm | 258.37 | - |
| 5 | Seal Coat . Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats (Reference to MORT&H's specification clause 511) Case - I : Type A (Stone chips 6.7mm size) Providing and laying of liquid seal coat with HMP using approved crushed stone chipping
and viscosity grade paving bitumen of suitable approved grade. | - | Sqm | 129.12 | - |
| 6 | Sub Total | - | - | - | - |
| 7 | GST 18% | - | Nos. | 2,58,421.64 | - |
| 8 | CESS 1% | - | Nos. | 16,940.97 | - |
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