Tender For Construction Of Reinforced Cement Concrete Box Culvert [3.0 M X 4.0 M] At Dr. B. C. Roy Road Near Karmatirtha, Ok Road Asansol In The District Of Paschim Bardhaman..
Tender Value
51.27 Lakhs
Estimated cost
Bid Submission
30 Nov 2026
23 days left
EMD
1.02 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
Paschim Bardhaman → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Box Culvert [3.0 M X 4.0 M] At Dr. B. C. Roy Road Near Karmatirtha, Ok Road Asansol In The District Of Paschim Bardhaman..
BOQ
| Sl. No. | Item Description |
| 1 | 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 and backfilling with approved material (Reference to MORT&H's specification 304). |
| 2 | Ordinary soil , Mechanical Means, Depth upto 3 m |
| 3 | Hard Rock (blasting prohibited ) , Mechanical Mean, Depth 3 m to 6 m |
| 4 | 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). |
| 5 | Supplying and laying Polythene sheet (150 gm / sqm ) over damp proof course or below flooring or in foundation trenches . |
| 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). |
| 7 | PCC Grade M15.Using Concrete Mixer/ Foundation |
| 8 | PCC Grade M20.Using Concrete Mixer/ Foundation |
| 9 | RCC Grade M25.Using Concrete Mixer/ Foundation |
| 10 | RCC Grade M25.Using Concrete Mixer/ Sub Structure |
| 11 | Furnishing and Placing Reinforced/ prestressed cement concrete in super structure 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's specifications 1500, 1600,1700 & 1800) |
| 12 | RCC Grade M25.Using Concrete Mixer/ Superstructure |
| 13 | PSC Grade M35.Using Concrete Mixer / Superstructure |
| 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). |
| 15 | Foundation |
| 16 | Substructure |
| 17 | Superstructure |
| 18 | Providing weep holes in Brick masonry/Plain/ Reinforced concreteabutment, wing wall/ return wallwith 100 mm dia AC/PVC/HDPC pipe, extending through the full width of thestructure with slope of 1V :20Htowards drawing foce. Complete as per drawing and Technical pecifications(Reference to MORT&H's specifications 2706 & 2200). In top slab @ 150mm C/C |
| 19 | Brick Masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:3 in foundation complete, including thoroughly soaking the bricks in a tank filled with water for a minimum period of one hour prior to being laid, protecting the green structure from rain by suitable covering and with a minimum Seven days curing etc.,but excluding pointing and plastering, as per drawing and Technical. Specifications.(Reference to MORT&H's specifications 1300 & 2200) in Foundation |
| 20 | Plaster (to wall, floor, etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints roughening of concrete surface including chipping and application of cement slurry where necessary etc. complete. With 4:1 cement mortar.10 mm thick plaster in ground floor. |
| 21 | Neat cement punning about 1.5 mm thick in wall , dado, window sills, floor, drain etc. |
| 22 | Dismantling of Structures : Dismantling 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 the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) (By Mechanical Means ) |
| 23 | Prestressed / Reinforced Cement Concrete Grade M 20 and above |
| 24 | Brick work in cement morter |
| 25 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/ power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200) |
| 26 | Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. |
| 27 | Prime Coat Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). i) On WMM/WBM surface @ 0.85kg /sqm. Using Cationic SS-1 |
| 28 | Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 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).On bituminous surface @ 0.25kg /sqm Using Cationic RS |
| 29 | Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 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).On Granular surface treated with primer @ 0.275 /sqm. Using Cationic RS |
| 30 | Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant using crushed aggregates of specified grading premixedwith approved bituminous binder @ 3.3% (min) for Grading-1 and 3.4% (min) for Grading-2 by weight of total mix, transported to site, laid over a previously prepared base 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) 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505). |
| 31 | For Grading 2 (19 mm nominal maximum aggregate size ) Layer Thickness 50-75 mm |
| 32 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour |
| 33 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type B seal coats (Reference to MORT&H's specification clause 511) 12(i) suitable approved grade. Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. |
| 34 | 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).PCC 1:3:6 in Foundation |
| 35 | Sub-Total |
| 36 | Add GST @ 18.00% |
| 37 | Add Cess @ 1.00% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysDec 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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