Housing Urban and Rular Development Government Departments Closing in 11 days TDR #57102526

Tender For Construction Of Paver Block Road From Ns Church To Pmgsy Road Under Damdim Gp, Mal Block In Thedistrict Of Jalpaiguri. (Length - 800M)

Issued by Government Departments · Jalpaiguri, West Bengal
Tender Value
94.76 Lakhs
Estimated cost
Bid Submission
03 Sep 2026
11 days left
EMD
1.89 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jalpaiguri → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Paver Block Road From Ns Church To Pmgsy Road Under Damdim Gp, Mal Block In Thedistrict Of Jalpaiguri. (Length - 800M)

BOQ

Name of Work:- Construction of Paver Block road from NS Church to PMGSY road under Damdim GP, Mal Block in thedistrict of Jalpaiguri. (Length - 800m)
Sl. No. Item Description
1Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)By Manual Means5(I)B Granular courses
2Construction of Embankment with Material obtained from Borrow pitsConstruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305) Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate.
3By 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 toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desire density, complete as per clause 401 Rate per cum for grading-III MaterialUsing N.B Variety (Stone Chips)
4Water 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 stagesto 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). 9A By Manual Means9A(i) Grading-1(Table 400-9)9A (i)(b) Using Screening (Table 400-10)Type-A (13.2 mm aggregate)Using N.B Variety (Stone Metal)
5Water 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 stagesto proper grade and camber, applying and brooming requisite type ofscreening/ binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density (Reference to MoRT&H's specification 404).9A By Manual Means9A(ii) Grading-2 (Table 400-9) 9A (ii)(b) Using Screening (Table 400-10)Type-B (11.2 mm aggregate)Using N.B Variety (Stone Metal)
6Excavation for StructuresEarth work in excavation of foundation of structures 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, 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)
7Plain/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).8B PCC Grade M20 Using Concrete Mixer Using N.B Variety (Stone Chips)
8Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally)including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference toORT&H's specification 2503).
9RCC pipe 1000 mm dia NP-3 spigot
10Plain/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 Using Concrete Mixer Using N.B Variety (Stone Chips)
11Supplying 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 - IV (60 mm thickness) inter locking system
12Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). 4(ii) 60 cm equilateral triangle
13Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). 4(v) 60 cm x 45 cm rectangular
14Direction and Place IdentificationSigns upto 0.9 sqm Size 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, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57102526
AUTHORITY Government Departments
TENDER VALUE 94.76 Lakhs
LAST DATE 03-09-2026
Authority
Authority Name North Bengal Development Department
Work Description Tender for Construction Of Paver Block Road From Ns Church To Pmgsy Road Under Damdim Gp, Mal Block In Thedistrict Of Jalpaiguri. (Length - 800M)
Basic Detail
Tender No NBDD/BS/EE/ NIe-T-40/Sl. No. 01 to 26/2026-27
Bidding Type Tender
Location
City Jalpaiguri
State West Bengal
Key Dates
Publish Date 19 Aug 2026
Submission Date 03 Sep 2026
Open Date 07 Sep 2026
Finance
Tender Value 94.76 Lakhs
Tender Fee Ref. Documents
EMD 1.89 Lakhs
Exemption Available
Document List
BOQ_2551712.xls
d4bf6ac4-a870-41fc-84c2-c06dd31d16f1.html
Tendernotice_1 (26).pdf
Tendernotice_2 (3).pdf

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Tender Timeline

Aug 19, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Sep 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2551712.xls

html

d4bf6ac4-a870-41fc-84c2-c06dd31d16f1.html

pdf

Tendernotice_1 (26).pdf

pdf

Tendernotice_2 (3).pdf

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