Tender For Construction Of Paver Block Road With Protection Work And Cross Drainage Work From Khyata Pecha Bazar To Kachhua House Under Chengrabandha Gram Panchayat At Mekhliganj Block In The District Of Coochbehar . (Length - 350.00 M)
Tender Value
64.77 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
16 days left
EMD
1.29 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
Coochbehar → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Paver Block Road With Protection Work And Cross Drainage Work From Khyata Pecha Bazar To Kachhua House Under Chengrabandha Gram Panchayat At Mekhliganj Block In The District Of Coochbehar . (Length - 350.00 M)
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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 |
| 2 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (pre work post work measurement)b) Carriage upto total lead of 2.00 km |
| 3 | 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 toachieveat least 98%of themaximum dry density for the materialdetermined 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 |
| 4 | Water Bound Macadam Providing, laying, spreading andcompacting stone aggregates of specific sizes to water boundmacadam specification including spreading in uniformthickness, 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/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) |
| 5 | 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) |
| 6 | 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.c) Type - III (80 mm thickness) inter locking system |
| 7 | Plain/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'sspecifications1500,1700& 2200).PCC Grade M20 |
| 8 | Providing and construction of a Gabion 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 galvanised steel wire@32 kgper10sqm having minimum tensile strength of 300 Mpa ( tensile strength 300-450 Mpa ) conforming to IS:280 and galvanizing coating conforming to IS:4826, woven intomeshwithdouble twist,mesh size not exceeding100x100mm, filled with boulders with least dimension of 200 mm,all loose ends to be tied with 4mm galvanised steel wire (Reference to MORT&H's specification 2503.3). |
| 9 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 10 | Plain cement concrete 1:3:6 nominal mix in foundation withcrushed stone aggregate 40 mm nominal size mechanically mixed,placed infoundationand compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). |
| 11 | 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 M15 |
| 12 | Plastering with cement mortar (1:3) on brick work in sub-structurecomplete all including raking out joints curing, etc as per TechnicalSpecifications(ReferencetoMORT&H's specifications 1300 & 2200). (ii) With 1:4 cement mortar . (c)10 mm. thick plaster. |
| 13 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 14 | Painting Two Coats on New Concrete Surfaces Painting twocoats, after filling the surface & applying a sealingprimer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORT7H's specification 803.6.2.(Reference to MORT&H's specification 803). (a) Normal Acrylic emulaion. |
| 15 | Providing 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. 900 mm dia RCC Pipe |
| 16 | Supplying 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. |
| 17 | Retro-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). Circular 60cm |
| 18 | Retro-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 concrete 45cmx45cmx60cm,60cm below ground level as per approved drawing (Reference to MORT&H's specification 801). 60cm Equilateral Triangle |
| 19 | Direction and Place Identification Signs with size more than0.9 sqmsize Board. Providing 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, 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). |
| 20 | 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 (Reference to MORT&H's specification 805).14(ii)Ordinary kilometer stone (precast) |
| 21 | Retro-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(v) 60 cm x 45 cm rectangular Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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