Tender For Estimate For Urgent Repairing And Restoration Of Road With 100 Mm Thick Cement Concrete Paver Block Of Sita Nath Bose Lane From Junction Of Gt Road To Junction Of Benaras Road Road Under Jurisdiction Of Hmc Ward No 10 (Defect Liability Per
Tender Value
1.16 Crore
Estimated cost
Bid Submission
26 Sep 2026
12 days left
EMD
2.32 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 Urgent Repairing And Restoration Of Road With 100 Mm Thick Cement Concrete Paver Block Of Sita Nath Bose Lane From Junction Of Gt Road To Junction Of Benaras Road Road Under Jurisdiction Of Hmc Ward No 10 (Defect Liability Period- 05 Years)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)4(ii) Dismantling Brick / Tile work4(ii) B In cement mortar [PWD N.HIGHWAY WING, w.e.f 2019-20, P-73 It-4 |
| 2 | Excavation in Soil by Manual MeansExcavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts andlead upto 1000 metres (Reference to MoRT&H's specification clause 301).[PWD N.HIGHWAY WING, w.e.f 2019-20, P-79 It-1 |
| 3 | 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) |
| 4 | 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) |
| 5 | Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical MeansScarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres[PWD N.HIGHWAY WING, w.e.f 2019-20, P-87It-14 |
| 6 | 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] |
| 7 | 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] |
| 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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