Tender For Strenghthening And Upgradation Of Road From Murshidabad More To New Govt Integrated School Under Hazratpur Gp At Tapan Block In The District Of Dakshin Dinajpur ( L - 850 M ).
Tender Value
96.20 Lakhs
Estimated cost
Bid Submission
23 Sep 2026
7 days left
EMD
1.92 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 Strenghthening And Upgradation Of Road From Murshidabad More To New Govt Integrated School Under Hazratpur Gp At Tapan Block In The District Of Dakshin Dinajpur ( L - 850 M ).
BOQ
| Sl. No. | Item Description |
| 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in30. |
| 2 | Construction 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. |
| 3 | Water 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, applyingand brooming requisite type of screening/ binding Materials to fill upthe interstices of coarse aggregate,watering and compacting to therequired density (eference 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) PAKURUsing Pakur Variety |
| 4 | Water 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, applyingand brooming requisite type ofscreening/ binding Materials to fill upthe interstices of coarse aggregate,watering and compacting to therequired 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) |
| 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 - I (80 mm thickness) inter locking system (i) Grey |
| 6 | 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's specifications 1500, 1700 & 2200).8B PCC Grade M20 Using Concrete Mixer |
| 7 | 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) |
| 8 | Excavation for StructuresEarth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction ofshoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavation earth to theextent 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) with dewatering |
| 9 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). |
| 10 | 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's specifications 1500, 1700 & 2200).PCC Grade M15 Using Concrete Mixer |
| 11 | lain/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).RCC Grade M25 Using Concrete Mixer |
| 12 | RCC M-25Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing,curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications(Reference to MORT&H's specifications 1500, 1700 & 2200).RCC Grade M25 5F(p) Height upto 5mUsing Concrete Mixer |
| 13 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H'sspecifications 1500, 1600,1700 &1800).1B RCC Grade M25Case I Using Concrete Mixer1.B.I(i) For solid slab super-structure1.B.I(i)(a) Height upto 5mUsing Concrete Mixer |
| 14 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). for foundationProvided Steel on RCC work |
| 15 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H'sspecifications 1600 & 2200).Provided Steel on RCC work |
| 16 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing inproper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H'sspecification 1600) . |
| 17 | Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall (Reference to MORT&H's specification 2507.2). |
| 18 | Boulder 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 to MORT&H's specification 2503). |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade complete all including vibrating and compacting, finishing, curing, sampling, testing etcas per clause 1719 of MoRTH includingreinforcement complete as per drawing and Technical Specifications (Reference to MORT&H's specification2702.2). |
| 20 | Providing and constructing one span service road to reach island locationfrom one pier location to another pier location |
| 21 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theserviceable material with all lifts andlead of 1000 metres (Reference to MORT&H's specification clause 202)Lime /Cement ConcreteBy Manual MeansCement Concrete Grade M-15 & M-20 |
| 22 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theserviceable material with all lifts andlead of 1000 metres (Reference to MORT&H's specification clause 202)Prestressed / Reinforced cementconcrete grade M-20 & above |
| 23 | Close 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).(i) With bamboos of length upto 2.00m |
| 24 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.i) 100mm dia |
| 25 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.i) 100mm dia |
| 26 | Filling empty Cement bags in good condition. With fine sand |
| 27 | Providing 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 |
| 28 | 90 cm high octagon |
| 29 | Direction and Place Identification Signs 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). |
| 30 | R.C. Guard postSupplying 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 includingcost 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 chips Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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