Tender For Construction Of Paver Block Road And Drain Starting From (1) Gour Palace Bhawan To Meghlal Roy Sharani (Shiv Mandir) Border Road (Length 400.00 M, Width 6.60 M) And (2) House Of Nakul Biswas To House Of Surender Singh (Length 150.00 M, Wid
Tender Value
93.34 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
1.86 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
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Paver Block Road And Drain Starting From (1) Gour Palace Bhawan To Meghlal Roy Sharani (Shiv Mandir) Border Road (Length 400.00 M, Width 6.60 M) And (2) House Of Nakul Biswas To House Of Surender Singh (Length 150.00 M, Width 3.00 M) Ward No. 39 & 40 Under Siliguri Municipal Corporation In The District Of Jalpaiguri.
BOQ
| Sl. No. | Item Description |
| 1 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304).13(i) Ordinary soil13(i)A Manual Means (Depth upto 3 m) |
| 2 | By Mix in Place MethodConstruction 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 achieveat least 98%of themaximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401ii) Rate per cum for grading-III Material |
| 3 | Water Bound Macadam Providing, laying, spreading andcompacting stone aggregates of specific sizes to water boundmacadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages topropergradeandcamber,applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).By Manual Means Grading-1(Table 400-9)Using Screening (Table 400-10) Type-A (13.2 mm aggregate) |
| 4 | Water Bound Macadam Providing, laying, spreading andcompacting stone aggregates of specific sizes to water boundmacadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages topropergradeandcamber,applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404).By Manual Means Grading-2 (Table 400-9) (ii)(b) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) |
| 5 | Supplying 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 as mentioned 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.a) Type - III (80 mm thickness) inter locking system(Considering Axle Load 10-20 MSA, Grade of Block M-40 & Block Thickness 100 mm as per Table-1, Page-14 of SP 63 2018 |
| 6 | Plain/Reinforced cement concrete in open foundation complete allincluding vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200).PCC Grade M20 |
| 7 | Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when sign swith maximum side dimensions do not exceed 600mm, o rwith aluminium sheeting 2.0 mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mildsteel angle iron post75mmx 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete45cmx45cmx60cm,60cm below ground level as per approved drawing (Reference to MORT&H's specification 801).4(iii) 60 cm circular |
| 8 | Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when sign swith maximum side dimensions do not exceed 600mm, o rwith aluminium sheeting 2.0 mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mildsteel angle iron post75mmx 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete45cmx45cmx60cm,60cm below ground level as per approved drawing (Reference to MORT&H's specification 801).4(ii) 60 cm equilateral triangle |
| 9 | Direction and Place Identification Signs with size more than0.9 sqmsize Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported on a mildsteel angle iron post 75mmx75mmx6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15grade cement concrete 45cmx 45cmx60cm, 60cm below ground level as per approved drawing (Reference to MORT&H's specification 801). |
| 10 | Road Distance Indicator Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ReferencetoMORT&H's specification 805).14(ii)Ordinary kilometer stone (precast) |
| 11 | Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when sign swith maximum side dimensions do not exceed 600mm, o rwith aluminium sheeting 2.0 mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mildsteel angle iron post75mmx 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete45cmx45cmx60cm,60cm below ground level as per approved drawing (Reference to MORT&H's specification 801).4(v) 60 cm x 45 cm rectangular Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender