Tender For Repair And Renovation Of Various Roads Under Ward No 21 In Panihati Municipality Under Pathashree Urban Ii .( List Of 02 No Roads Are Attached In Annexure I) (Part C)
Tender Value
91.45 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
14 days left
EMD
1.82 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 Repair And Renovation Of Various Roads Under Ward No 21 In Panihati Municipality Under Pathashree Urban Ii .( List Of 02 No Roads Are Attached In Annexure I) (Part C)
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ At Par BoQ_Ver4.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) At Par (=) Tender Inviting Authority: SUPERINTENDING ENGINEER, CIRCLE NO. III, R&B SECTOR, KMDA. Name of Work:Repair and Renovation of various roads under Ward No 21 in Panihati Municipality under Pathashree Urban II .( List of 02 no roads are attached in Annexure I) (PART C) Contract No: 69/SE/C-III/R&B/KMDA of 2026-27; Dt.- 09 /09/2026 (2nd Call) (Sl No 03) Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Descriptions of Items Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P TOTAL AMOUNT With Taxes in Rs. P TOTAL AMOUNT With Taxes in Rs. P TOTAL AMOUNT In Words |
| 2 | Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 3 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 4 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 5 | Supply & erection of Informatory Sign Boards having M.S. Channels/Angel Posts & 1.5 mm thick M.S. sheet & synthetic enamel paint over a coat of primer including letteringcomplete. |
| 6 | 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. (a) By manual mechanical means : (i) From 25 mm to 50 mm thick |
| 7 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) andsand (in proportion of 60:40). |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadamspecification 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) |
| 9 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with graded as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. 6.30 of IRC:SP:63 (2018),from BIS licensee manufacturer,with spacer nib (Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks,as per CL. No.3.26 of IS:15658) and of specified size and shape with aspect ratio (The ratio of length to the thickness of a paver block,as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS : 15658 with flectural strength/breaking load as per Annexure G of IS:15658, on the prescribed base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick (grading 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 edge 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 gaps.80 mm thick. Grey. |
| 10 | Excavation for Structures Earth work in excavation of foundation of structuresnas per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoringas required. |
| 11 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 12 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(f) 25 mm to 30 mm shuttering without staging in foundation. |
| 13 | 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 |
| 14 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation and upto roof of ground floor/upto 4 m(i) Tor steel/Mild Steel I. SAIL/ TATA/RINL |
| 15 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off orchamfering corners as directed and raking out joints including throating, nosing and dripcourse, scaffolding/staging where necessary (Ground floor).[Excluding cost of chippingover concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster |
| 16 | GST @ 18 % on Sl No 1 TO 14 |
| 17 | Cess @ 1 % On Sl No 1 TO 15 Total in Figures 9145073.98 9145073.98 INR Ninety One Lakh Forty Five Thousand &Seventy Three and Paise Ninety Eight Only Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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