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Tender Value
₹6.1 L
EMD Value
₹12,208
Closing Date
9 Sept 2026, 1:00 pm6d left
Executive_Engineer_Kolkata_North_Division_PWD
O/O_Executive_Engineer_Kolkata_North_Division_PWD 166_10 BT Road Dunlop Kolkata_108
Emergent maintainance and repairing in patches as a post monsoon measure at D.P. Sashmal Avenue (Ch. 0.00 km to 0.373 km) under Kolkata North Division, P.W.Dte during the year 2026-27
2026_WBPWD_5020593_1
WBPWD/EE/KND/NIeT-12/2026-2027
Open Tender
CIVIL WORKS
Percentage
10 days
D.P. Sashmal Avenue
Please refer Tender documents.
5 documents required · 5 mandatory
₹12,208
Yes
2 Sept 2026
2 Sept 2026
11 Sept 2026
3 Sept 2026
9 Sept 2026
3 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 | 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
Bituminous course | - | cu.m. | 819.65 | - |
| 2 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm.
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
for grading II Material | 1 | sq.m. | 690.11 | ₹689.42 |
| 3 | 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 @ 0.20kg- 0.3kg /sqm. | - | sq.m. | 30.15 | - |
| 4 | Bituminous Macadam
Providing and laying bituminous macadam using
crushed aggregates of specified grading
premixed with bituminous binder, transported
to site, laid over a previously prepared surface
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
(Reference to MORT&H's specification clause
504).
With Continuous Type HMP (60-90 TPH)
for Grading 1 ( 40 mm nominal size ) | - | cu.m. | 12,043.56 | - |
| 5 | Mastic Asphalt
Providing and laying 25 mm thick mastic asphalt wearing course with approved grade bitumen meeting the requirements given in table 500- 39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 (Reference to MORT&H's specification clause 516 along with IRC:107). | - | sq.m. | 919.31 | - |
| 6 | Add: SGST 9 % + CGST 9% = 18 % | 1 | Nos | - | - |
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