Tender For Repairing & Improvement Metal Road From 12 No Jaler Tank To 9 No Ward Office At Ward No -12 & 9 Within Gayeshpur Municipality
Tender Value
60.06 Lakhs
Estimated cost
Bid Submission
26 Aug 2026
12 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nadia → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing & Improvement Metal Road From 12 No Jaler Tank To 9 No Ward Office At Ward No -12 & 9 Within Gayeshpur Municipality
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) Road & Bridge Page-238, Item-3.06 |
| 2 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.(b) For average depth above 40 mm but not exceeding 75 mm by manual means:(i) Stone-metal surface.Road & Bridge Page-331, Item-18.01/b/i |
| 3 | Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specificationRoad & Bridge Page-245, Item-4.06 |
| 4 | By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) Grading – I.Road & Bridge Page-246, Item-4.08/B/i |
| 5 | 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 supplyof sand. (payment to be made on measurement of finished quantity)(B) Do - by fine sandBuilding P-2,It.- 4( a ) (B) |
| 6 | Wet Mix Macadam Base Course: Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Road & Bridge Page No.49, Item No. 4.12 |
| 7 | (c) Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658: 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on thevertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per C1. No 3.26 of 15: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CLNo.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of 15:15658, on the prepared hase course of specified CBR as per Table 1 of IRC SP 63 (2018) or else ax mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 man thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the Joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per CL. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction.levelling and filling up of the edge gap. 80 mm thick. GreyRoad & Bridge Page-286 of 315, Item- 8 (iv) |
| 8 | Earth work in excavation of foundation trenches or drains, in all sortsof soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item ncludes necessary trimming the sides oftrenches, levelling, dressing and ramming the bottom, bailing out wateras required complete. (a) Depth of excavation not exceeding 1,500 mm.Building p -1, It-2(a) |
| 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 inished quantity of work) (a) With earth obtained from excavation of foundation. 2/3 of Excavation Building P-1, It-3(a) |
| 10 | 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. (f) 25 mm to 30 mm shuttering without staging in foundationpwd building schedule Page No.42, Item No. 36(f) |
| 11 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety pwd Building P-41, Item No.-33 Rate Analysis |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initialstraightening, 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 andconforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. II) Tor steel road / HYSD bars/ TMT bars ( TATA/SAIL/RINL)( Fe415/Fe500/Fe500D) conforms to IS -1786) 0.85 % of ConcreteBuilding P-43,It.- 40( a ) (I), ( I I) |
| 13 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).i) 90 cm equilateral triangleRoad & Bridge Page-269, Item-8.04/i |
| 14 | 18 % GST |
| 15 | 01 % Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysAug 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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