Housing Urban and Rular Development Government Departments Closing in 10 days TDR #57466834

Tender For Construction Of Cement Concrete Road From Gurulal Iswar Tudu House To Gangadhar Karmakar House Bamongola G.P. Under - Bamongola Block In The District Of Malda. (Length 195.0 Mtr. Width 3.75 Mtr.)

Issued by Government Departments · Jalpaiguri, West Bengal
Tender Value
21.59 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
10 days left
EMD
43192
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 Cement Concrete Road From Gurulal Iswar Tudu House To Gangadhar Karmakar House Bamongola G.P. Under - Bamongola Block In The District Of Malda. (Length 195.0 Mtr. Width 3.75 Mtr.)

BOQ

Name of Work:- Construction of Cement Concrete road from Gurulal Iswar Tudu House to Gangadhar Karmakar House Bamongola G.P. Under - Bamongola Block in the District of Malda. (Length 195.0 Mtr. Width 3.75 Mtr.)
Sl. No. Item Description
1Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal ofunserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm inthickness. (Reference to MoRT&H's specification clause 201)3(II) By Mechanical Means3(II)(A) In area of light jungle
2Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted by rolling so as to achieve minimum dry density as given in Table 300-2 & 300-1for embankment construction. (Reference to MoRT&H's specification clause 305.3.4).
3Construction 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.
4By 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 401Rate per cum for grading-III MaterialUsing Pakur Variety
5Water Bound MacadamProviding, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading 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 Pakur Variety
6Plain/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 M30Using Concrete Mixer 1) Add 3.5% extra cost as formwork over cost of material2) Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.Using Pakur Variety
7Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
8Hard ShoulderWater Bound MacadamProviding, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading 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 Pakur Variety
9Providing 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
10Providing 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(iii) 60 cm circular
11Providing 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
12Direction and Place Identification Signs with size more than 0.9 sqmsize Board. sqm 15935.90Providing and erecting direction and place identification retro reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqmsupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation withM 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below groundlevel as per approved drawing (Reference to MORT&H's specification 801)
13Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chip Cost with cess Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57466834
AUTHORITY Government Departments
TENDER VALUE 21.59 Lakhs
LAST DATE 25-09-2026
Authority
Authority Name North Bengal Development Department
Work Description Tender for Construction Of Cement Concrete Road From Gurulal Iswar Tudu House To Gangadhar Karmakar House Bamongola G.P. Under - Bamongola Block In The District Of Malda. (Length 195.0 Mtr. Width 3.75 Mtr.)
Basic Detail
Tender No NBDD/BS/EE/ NIe-T- 69/2026-27 (Sl. No. 01 to 20)
Bidding Type Tender
Location
City Jalpaiguri
State West Bengal
Key Dates
Publish Date 11 Sep 2026
Submission Date 25 Sep 2026
Open Date 28 Sep 2026
Finance
Tender Value 21.59 Lakhs
Tender Fee Ref. Documents
EMD 43192
Exemption Available
Document List
0260679d-dd72-4425-b57b-ad9d0fd26ae6.html
BOQ_2557434.xls
Tendernotice_1 (39).pdf
Tendernotice_2 (4).pdf

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Tender Timeline

Sep 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 10 days
Sep 28, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 13 days

Tender Documents

Download All (ZIP) ↓
html

0260679d-dd72-4425-b57b-ad9d0fd26ae6.html

xls

BOQ_2557434.xls

pdf

Tendernotice_1 (39).pdf

pdf

Tendernotice_2 (4).pdf

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