Tender For Construction Of Paver Block And Bituminous Road Starting Fron Ajit Paul Hpuse To Barua Home( Katkati More) annual repair Saratchandra Pally Ward No 40
Tender Value
46.82 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
15 days left
EMD
93644
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
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Paver Block And Bituminous Road Starting Fron Ajit Paul Hpuse To Barua Home( Katkati More) annual repair Saratchandra Pally Ward No 40
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Structures Ordinary soil,By Mechanical Means Depth upto 3 mA) Item Rate (Completye Rate) = ₹ 124.10 /CumCement concrete works Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsandotherdeleteriousmatter, dressing of sides and bottom and backfilling with approved material(ReferencetoMORT&H's specification 304).1.Cost of dewatering may beadded where required upto10 percent of costof labour i.e.₹12.10/-percum. Assessment for dewatering shallbe made as per site conditions.2.The excavated earth can be used partially for back filling of foundation pitandpartly for road work except for marshy soil. Hence costof disposal has not been added except for marshy soil. This remark is common to all cases of item 1 excluding marshy soil.3. The cost of shoring and shuttering, where needed, may be added @ 1 per cent on cost ofexcavation for open foundation. . |
| 2 | Ordinary soil,By Mechanical MeansDepth upto 3 mA) Item Rate (Completye Rate) |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed 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). Vibrator is a part of minor T&P which is already included in overhead charges of the contractor. |
| 4 | PCC 1:3:6 in foundation ( This Item used for only for lean concrete in drain, guard wall, culvert etc) |
| 5 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testingetc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700&2200).. |
| 6 | 8(A) PCC Grade M-15, using concrete Mixer (This Item used for only for foundation concrete i.e. Wall, bed in drain, guard wall, culvert etc) |
| 7 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testingetc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700&2200). |
| 8 | 8(B) PCC Grade M-20, using concrete Mixer ( This Item used for only for concrete pavment, base of Paver Block pavement etc) |
| 9 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 10 | 60 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern |
| 11 | Construction of Embankment with Material obtained from Borrow pits Construction 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 (Reference to MoRT&H's specification clause 305). Earth arranged by the Agency.. |
| 12 | For Protective Work (40% of 4545.27 Cum.) |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying andbrooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the requireddensity (Reference to MoRT&H's specification 404). |
| 14 | By Manual Means Grading-2 (Table 400-9) |
| 15 | Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate) |
| 16 | Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on theprepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference toMORT&H's specification clause 503). |
| 17 | ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm. |
| 18 | Bituminous Macadam (Grading - II, for compacted thickness of upto 50 mm) with Pakur VarietyProviding and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504). |
| 19 | With Continuous Type HMP (60-90 TPH) |
| 20 | for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm |
| 21 | Providing and laying mastic asphalt by mechanical means done in a centralised batching plant with appropriate built- in pollution controlunits with specified aggregates and lime stone powder (with Calcium Carbonate content not less than 80%) and approved grade of industrialgrade bitumen as per approved design mix, transporting the hot mastic ashphalt to the worksite by thermocontainer with the arrangement ofmaintaing specified temperature during transport,laying with a paver finisher for spreading and floating the plastic mix uniformly on thesurface to the specified width and thickness at correct grade and camber through its heated, distortion free steel float and turning sworddistributors, applying uniform size of bitumen coated stonechips at a specified rate, on the laid surface through a power driven chip spreaderas per the procedure laid down in Annexure - II of IRC : 107 (2013) all complete as per clause 516 along with IRC : 107 for materials anddesign mix etc. |
| 22 | 25 mm thickness |
| 23 | Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mmx6mm,2Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801) |
| 24 | A) Cost of M15 Concrete For fixing to the ground (0.24 Cum. for each 1.5 Sq.m. sign board )i.e |
| 25 | 18% GT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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