Tender For Estimate For Improvement Of Kancha Road With 100 Mm Thick Cement Concrete Paver Block At Entire Y Road Road Under Jurisdiction Of Hmc (Defect Liabilty Period:- 05 Years)
Tender Value
1.12 Crore
Estimated cost
Bid Submission
26 Sep 2026
12 days left
EMD
2.25 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Howrah → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Improvement Of Kancha Road With 100 Mm Thick Cement Concrete Paver Block At Entire Y Road Road Under Jurisdiction Of Hmc (Defect Liabilty Period:- 05 Years)
BOQ
| Sl. No. | Item Description |
| 1 | By Mix in Place MethodConstruction of granular sub-base by providing gradedmaterials such as natural sand/crushed gravel/crushedstone/combination depending upon the requiredgrading , spreading in uniform layers with motorgrader on prepared surface, mixing by mix inplace method with rotavator and compacting withvibratory roller to achieve at least 98% of themaximum dry density for the materialdetermined as per IS:2720 (Part 8), complete as perclause 401 desired density, complete as per clause 401for grading-II Material[PWD N.HIGHWAY WING, w.e.f 2019-20, Page- 99 lt.- 1B (RATE ANALYSIS ATTACHED] |
| 2 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading 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 up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404).By Manual Means9A(ii) Grading-2 (Table 400-9)9A (ii)(b)Using Screening (Table 400-10) Type-B (11.2 mm aggregate)[PWD N.HIGHWAY WING, w.e.f 2019-20,P-104 IT-9(RATE ANALYSIS ATTACHED] |
| 3 | Concrete Block PavementSupplying 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 asmentioned 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 of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.b) Type - II (100 mm thickness) inter locking system[PWD N.HIGHWAY WING, w.e.f 2019-20, P- 50, It-B3 of 2nd Addenda (RATE ANALYSIS ATTACHED] |
| 4 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material(Reference to MORT&H's specification 304). with dewatering1(I) Ordinary soil1(I)A Manual Means1(I)A(i) Depth upto 3 m[PWD N.HIGHWAY WING, w.e.f 2019-20, P-79 It-1 |
| 5 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). [PWD N.HIGHWAY WING, w.e.f 2019-20, P-182 It-3 (RATE ANALYSIS ATTACHED) |
| 6 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).5E RCC Grade M20Using concrete Mixer[PWD N.HIGHWAY WING, w.e.f 2019-20, P-221, I- 5e (RATE ANALYSIS ATTACHED) |
| 7 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing andTechnical Specifications (Reference to MORT&H's specifications 1600 & 2200).[PWD N.HIGHWAY WING, w.e.f 2019-20, P-217, I- 40 (RATE ANALYSIS ATTACHED) |
| 8 | Add G.S.T 18% |
| 9 | Add 1% Welfare Cess Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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