Tender For Restoration Of Bitumen Road With Paverblock From Dankuni Sporting Club (T.N. Mukherjee Road) To 9 No Rail Gate At Ward No -16 Under Dankuni Municipality.
Tender Value
67.73 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
15 days left
EMD
1.35 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hooghly → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Bitumen Road With Paverblock From Dankuni Sporting Club (T.N. Mukherjee Road) To 9 No Rail Gate At Ward No -16 Under Dankuni Municipality.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | By Mix in Place Method Construction of granular sub-base by providing graded materials such asnatural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the materialdetermined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 |
| 8 | 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 than75 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 . |
| 9 | Concrete Block Pavement ------------------- Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up ofthe edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. Note : The IRC SP 63 will prevail out of the two codesa) c) Type - II (100 mm thickness) inter locking system |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns |
| 11 | Removal of existing asphaltic wearingcoat comprising of 50 mm thickasphaltic concert laid over 12 mmthick mastic asphalt including disposalwith all lift and lead upto 1000 m(Reference to MORT&H's specification2811). |
| 12 | Total (the items which are taken from PWD SOR) Add GST @ 18% on total |
| 13 | Add Labour welfare Cess @1% on sl no 11 |
| 14 | Add cost index {(115-107/107)x100)=7.47% on DSR items only (B=A X09/100)= Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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