Tender For Construction Of Rural Cement Concrete Road From Takdah T.E. Pokhari Fatak To Pmgys Road Via Gurash Botay
Tender Value
4.36 Crore
Estimated cost
Bid Submission
25 Sep 2026
11 days left
EMD
8.72 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
Darjeeling → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Rural Cement Concrete Road From Takdah T.E. Pokhari Fatak To Pmgys Road Via Gurash Botay
BOQ
| Sl. No. | Item Description |
| 1 | SURFACE WORK: Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301 |
| 2 | Excavation in soil in hilly area in ordinary rock by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301 |
| 3 | Excavation of soil with dozer with lead up to 100m Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres) |
| 4 | Compacting original ground supporting sub-grade cum Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4) |
| 5 | Plant Mix Method Construction of granular sub-base by providing graded material such asnatural sand/crushed gravel/crushedstone/combination depending up on the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 |
| 6 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, 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/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404) |
| 7 | PCC GRADE M30 Case-I using concrete mixer |
| 8 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitumen by weight |
| 9 | TACK COATProviding and applying tack coat with BITUMEM VG 10 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 |
| 10 | PROTECTIVE STRUCTURE: 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 stumps and other deleterious matter,dressing of sides and bottom,backfilling the excavation earth to theextent required and utilising theremaining earth locally for road work(Reference to MoRT&H's specificationclause 304) |
| 11 | PLUM CONCRETET (1:3:6) Plain cement concrete of nominal mix (1:3:6 ) with coarse aggregate of which stone boulder of size 225 mm to 150mm of 60% of total dry volume to be placed in position as directed by Eng-in charge ,67% - 40 mm down single &33% - 20 mm down bazri , Coarse Sand ,Cement ( 53 grade ) mechanically mixed in 1:3:6 of rest volume and placed in position and compacted by any means as directed including cost of shuttering |
| 12 | Providing & making of Gabion structure of size (2x1x1)m with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MoRT&H's 5 th revision clause2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+Polymer coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders wi |
| 13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification (710.1.4 of IRC:78 & 2200) |
| 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications |
| 15 | SURFACE DRAINAGE: Construction of V type Drain |
| 16 | SURFACE DRAINAGE: Construction of Trapezoidal Drain |
| 17 | CROSS DRAINAGE STRUCURE Construction of RCC Slab Culvert 3m span |
| 18 | Construction of RCC Slab Culvert 1.5 m Span |
| 19 | Construction of RCC Slab Culvert 1m Span |
| 20 | ROAD FURNITURE: Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians,constructed withM-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25mm dia ,450mm long at expansion joints filledwith pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circularNo.RW/NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer,all as specified (Referen |
| 21 | Add 18 % GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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