Tender For Improvement Of Raod At Ward No 37,1)Improvement Of Bituminious Road Starting Form Head Of Papan Ghosh To Head Of Bimal Saha At Chayan Para, 2) Improvement Of Bituminious Road & Drain Starting From Head Of Sanjila Halder Dto Bappa Saha,3) C
Tender Value
24.58 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
7 days left
EMD
49175
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 Improvement Of Raod At Ward No 37,1)Improvement Of Bituminious Road Starting Form Head Of Papan Ghosh To Head Of Bimal Saha At Chayan Para, 2) Improvement Of Bituminious Road & Drain Starting From Head Of Sanjila Halder Dto Bappa Saha,3) Construction Of cement concrete Pavement With Paver Block Starting From Head Of Swapan Bhawal To Head Of Laltu Roy, 4) Construction Of Bituminous Road With Both Side Drain Starting From Head Of Basnti Roy To Head Of Nikhil Saha 5) Repairing Bituminous Road Starting From Head Of Bharati Paul (Near Subha Basak House) To Head Of Lakhan Sutradhar 6) Repairing Dbituminous Road Starting From Radha Kriswhna Jewellary To Banundecorators, 7) Construction Of Bituminous Road Starting From Head Of Mangal Paul To Head Of Sukesh Paul 8) Repairing Bituminous Road Starting From Upen Das To Head Of Sanjay /Kr Paul Kr Paul 9)Cc Pavement With Paver Block Via Punia Roy, 10) Construction Of Bituminous Road Starting From Kadamtala(Amtala) To Ektiashal
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202). |
| 2 | By Manual Means |
| 3 | Bituminous courses |
| 4 | Water Bound Macadam, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ 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). |
| 5 | By Manual Means Grading-2 (Table 400-9) |
| 6 | Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate) |
| 7 | 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). |
| 8 | With Continuous Type HMP (60-90 TPH) |
| 9 | for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm |
| 10 | Tack CoatProviding and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). |
| 11 | ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm. |
| 12 | Sand Seal Coat with North Bengal Variety |
| 13 | Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels,grade and cross fall using. TypeA and Bseal coats(Reference to MORT&H's specification clause511)Providing and laying of premixsand seal coat with HMPof appropriate capacity not less than75 tonnes/hours using crushed stone chipping and penetration bitumen of suitable grade. |
| 14 | Case-I : Type B Providing and laying of premix sand sea lcoat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. |
| 15 | Excavation for Structures 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 upto15 percent of costof labour i.e.₹15.55/-percum. Assessment for dewatering shall be made as per site conditions. Ordinary soil, |
| 16 | (a) Depth of excavation not exceeding 3.0 mm. |
| 17 | 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). |
| 18 | 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) |
| 19 | CC 1:3:6 in foundation ( This Item used for only for lean concrete in drain, guard wall, culvert etc) |
| 20 | (a)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. |
| 21 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. |
| 22 | (ii) With 1:4 cement mortar . |
| 23 | (b) 15 mm. thick plaster. |
| 24 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 25 | Direction and Place Identification Signs with size more than 0.9 sqm size BoardProviding and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting videclause 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 75mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801 |
| 26 | 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 · 7 daysOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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