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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance VILL CHANDITALA PANPARA P O CHANDITALA DIST HOOGHLY | HOOGHLY | L1 | Admitted-Finance | ||
| 2 | L2₹5.0 L+₹5,232.60 (1.05%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.1 L+₹10,216.03 (2.05%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹9,967
Closing Date
3 Oct 2026, 5:00 pmClosed
Administrator Dankuni Municipality
MONOHARPUR UTTAR SUBHASPALLY DANKUNI HOOGHLY
REPAIRING OF POTHOLES IN VARIOUS ROAD OF WARD NO-11 TO 21 UNDER DANKUNI MUNICIPALITY
2026_MAD_5075492_1
WB/DKM/Admin/e-NIT-37/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Dankuni
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9,967
9 Oct 2026
25 Sept 2026
5 Oct 2026
25 Sept 2026
3 Oct 2026
25 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
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 Granular courses | 140.2 | Cu.m | 481 | ₹67,436.2 |
| 2 | By Mix in Place Method Construction of granular sub-base by providing graded materials such as
natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in
place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material
determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 | 70.1 | Cu.m | 2,174.39 | ₹1,52,424.74 |
| 3 | Wet Mix Macadam ------Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadamspecification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than
75 mm.(Reference to MoRT&H's specification 406.
Note 1. As three wheeled smooth steel rollers are commonly in use, the same has been provided as an alternative which can be used if the thickness of individual layer does not exceed 100 mm . | 70.1 | Cu.m | 2,540.26 | ₹1,78,072.23 |
| 4 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and
spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H
(5th Revision(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) | 701 | Sq.m | 28.83 | ₹20,209.83 |
| 5 | Total (the items which are taken from PWD SOR) Add GST @ 18% on total | - | % | 0.18 | - |
| 6 | Add Labour welfare Cess @1% | - | % | 0.01 | - |
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