Tender For Improvement Of Roads In Ward No 1 Under Bhadreswar Municipality
Tender Value
56.94 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
1.13 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
24 Paraganas North → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Roads In Ward No 1 Under Bhadreswar Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. Mechanical means (without milling machine) From 50 mm to 100 mm thick. |
| 2 | 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). For WBM / WMM Surface: |
| 3 | Tack Coat: Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of |
| 4 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading 2 (19 mm nominal size, 50-75 mm thick.) |
| 5 | Mastic Asphalt Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 25 mm thickness |
| 6 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer |
| 7 | Supply and erection of information Sign Bhaving M.S. Channels/ Angel posts & 1.5 mm thick M.S.Sheet & synthetic enamel paint over a coat of primer including lettering complete & fixed 1000 mm above from the G.L. as per direction of E.I.C. |
| 8 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil butnexcluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 9 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work. (a) With ea |
| 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity. |
| 11 | Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor |
| 12 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.) |
| 13 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(a) pakur Variety |
| 14 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (i) Pakur Variety |
| 15 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight includ |
| 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster |
| 17 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. |
| 18 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size |
| 20 | Supplying and laying in the specied pattern of Interlocking Concrete Block(ICBP) with concrete block (with concrete gradeas speciefiedas per Table I of IS 15658:2005) manufactured in steel mould clamped tovibrating table by hydraulic perssure ( as per cl no - 6.30 of IRC SP 63(2018) from bis Licensee manufacturerwith spacer nio 9 small protruding profile on the vertical faceof a paver block usedas device for keepingminimum joint gap in beteen the paving blocks as perCL ni - 3.26 of IS: 15658) as specified size and sape with aspect ratio ( the ratio of length to the thickness of paver block as per CL 3.3 of IS 15658) as perTable 2 of IS 15658 with flextural strength/breaking loadas per Annexture G of IS 15658 on the prepared base course of specified as per Table 1 of IRC SP 63 (2018) OR ELSE AS MENTIONED IN DESIGN AND DRAWING WITH CUSHION OF COMPACTING BEDDING SAND OF 25-35 MM THICK ( GRADING of the bedding sand ( the grading of the joint filling sand will be as per CL 6.5.2 IRC SP 63 and cpompleting the edges with cut block as per CL no - 8.7 of IRC SP 63(2018) WITH PROPER BEDDING AND JOINT FILLING SAND AND FILLING UP OF THE EDGE GAP 80 MM thick. Gray |
| 21 | Add GST @ 18% on Total amount over Item No. 01 to 20 |
| 22 | Add Labour Welfare Cess @ 1% on Total amount over Item No. 01 to 21 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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