Tender For Construction Of Paver Block Road From The Head Of Nimai Saha To The Head Of Tarak Saha & From The Head Of Asim Das To The Head Of Dulal Das & From The Head Of Biswanath Chakraborty To The Head Of Indrajit Das In Ward No.-13 Under Dhupguri
Tender Value
28.09 Lakhs
Estimated cost
Bid Submission
24 Sep 2026
11 days left
EMD
56184
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Paver Block Road From The Head Of Nimai Saha To The Head Of Tarak Saha & From The Head Of Asim Das To The Head Of Dulal Das & From The Head Of Biswanath Chakraborty To The Head Of Indrajit Das In Ward No.-13 Under Dhupguri Municipality, Dist. Jalpaiguri. (Sl No-13)
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavationof foundationofstructures as perdrawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom andbackfilling with approved material(Reference to MORT&H's specification304).1(I)A Manual Means 400.00X2X0.35X0.60=168.00 Cum |
| 2 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 (Including shuttering)N B Variety 400.00X2X0.35X0.60=168.00 Cum 400.00X2X0.35X0.60=168.00 Cum |
| 3 | Granular Sub-Base with Graded Material (Table:- 400-1)B) 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 V) Rate per cum for grading-V MaterialMes-400.00X3.00X0.075=90.00Cum |
| 4 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill upthe interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). (North Bengal Variety) By Manual Means Grading-1(Table 400-9) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) Mes-400.00X3.00X0.075=90.00Cum |
| 5 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill upthe interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).By Manual Means Grading-II(Table 400-9) using North Bengal Variety Materials Using Screening (Table 400-10) Type-B (11.2 mm aggregate)Mes-400.00X3.00X0.075=90.00Cum |
| 6 | Supplying and Laying in the particular pattern of cement concreteblock pavements with BIS certification and spacer nib of size andshape with aspect ratio as per IS 15658 with cement concrete gradenot less than M40 on the prepared base course of specified CBR asmentioned in design and drawing with a cushion of bedding sand of 30to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRCSP-63) and filling up the gaps between two paver block with jointfilling sand (the grading of the joint filling sand will be as per clause6.5.2) complete as per IRC SP - 63 with proper confinement ofbedding 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. c) Type - III (80 mm thickness) inter locking system Mes-400.00X3.00=1200.00 Sqm |
| 7 | Sub total cost of Civil Works [including CLW Cess]:[Sum of sl.(1) to sl.(6)] |
| 8 | Value of LW Cess : 1% |
| 9 | Total Cost of Civil Works [exclcluding CLW Cess]: |
| 10 | GST @18% over Civil Works: (7) x 0.18 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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