Housing Urban and Rular Development Government Departments Closing in 13 days TDR #56700706

Tender For Construction Of Paver Block Road From Afar Miya House To Sukra Munda House Under Borosoulmari Gp Within Mathabhanga-Ii Block In The District Of Cooch Behar.(Length 600.00 M)

Issued by Government Departments · Jalpaiguri, West Bengal
Tender Value
84.16 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
13 days left
EMD
1.68 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 Afar Miya House To Sukra Munda House Under Borosoulmari Gp Within Mathabhanga-Ii Block In The District Of Cooch Behar.(Length 600.00 M)

BOQ

Name of Work:- Construction of Paver Block road from Afar Miya house to Sukra Munda house under Borosoulmari GP within Mathabhanga-II Block in the District of Cooch Behar.(Length 600.00 m)
Sl. No. Item Description
1Earth 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).Manual Means -Depth upto 3 m
2Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained fromborrow pits with all lifts & leads, transporting to site, spreading, grading to required slope andcompacted tomeet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305).
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 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-II Material
4Water 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)
5Water 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)
6Supplying 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.c) Type - III (80 mm thickness) inter locking system
7Plain/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
8Providing and construction of a gabian structure for retaining earth with segments of wire crate sof size7mx3m x 0.6m( 7.50mx 3.0mx0.6m) each divided into 1.5 m compartments by cross netting, made from 4 mm galvanisedsteelwire@32kgper10sqm havingminimumtensile strengthof 300 Mpa ( tensile strength 300-450 Mpa ) conforming to IS:280 and galvanizing coating conforming to IS:4826, woven intomeshwithdouble twist,mesh size notexceeding100x100mm, filledwith boulders with least dimension of 200 mm,all looseendstobetiedwith4mm galvanised steel wire (Reference to MORT&H's specification 2503.3).
9Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works).(iii) With bamboos of length above 2.50m and upto 3.00m
10Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of sand and gunny bags. .
11Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete 19.36.2. 600 mm dia RCC Pipe
12Supplying 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 mendinggood 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 chips.
13Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory andinformatory 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
14Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory andinformatory 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, supportedon 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
15Direction 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 gradesheeting 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).
16Road Distance Indicator Reinforced cement concrete M15 grade kilometre stone of standarddesign as per IRC:8-1980, fixing in position including painting andprintingetc(ReferencetoMORT&H's specification 805).14(ii)Ordinary kilometer stone (precast)
17Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflectorised cautionary,mandatory andinformatory 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, supportedon 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

OUR REF NO 56700706
AUTHORITY Government Departments
TENDER VALUE 84.16 Lakhs
LAST DATE 11-08-2026
Authority
Authority Name North Bengal Development Department
Work Description Tender for Construction Of Paver Block Road From Afar Miya House To Sukra Munda House Under Borosoulmari Gp Within Mathabhanga-Ii Block In The District Of Cooch Behar.(Length 600.00 M)
Basic Detail
Tender No NBDD/BS/EE/ NIe-T- 09/2026-27
Bidding Type Tender
Location
City Jalpaiguri
State West Bengal
Key Dates
Publish Date 28 Jul 2026
Submission Date 11 Aug 2026
Open Date 13 Aug 2026
Finance
Tender Value 84.16 Lakhs
Tender Fee Ref. Documents
EMD 1.68 Lakhs
Exemption Available
Document List
5ed053a8-74bf-4fd3-a7b5-bd534efd70ab.html
BOQ_2541703.xls
Tendernotice_1 (16).pdf
Tendernotice_2 (2).pdf

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Tender Timeline

Jul 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
html

5ed053a8-74bf-4fd3-a7b5-bd534efd70ab.html

xls

BOQ_2541703.xls

pdf

Tendernotice_1 (16).pdf

pdf

Tendernotice_2 (2).pdf

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