Tender For Repairing Of Bitumen Road Stretching From Sutahata Bdo Office Bus Stop To The Main Building Of Sutahata Bdo Office Under Sutahata Development Block.
Tender Value
34.92 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
13 days left
EMD
70000
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
Medinipur East → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairing Of Bitumen Road Stretching From Sutahata Bdo Office Bus Stop To The Main Building Of Sutahata Bdo Office Under Sutahata Development Block.
BOQ
| Sl. No. | Item Description |
| 1 | Providing and fixing typical citizen information board constructed with BFS, PCC, 250 mm & 125 mm brick wall (1:4) with necessary 15 mm thick plastering (1:4) & rule pointing, including supply & fixing of white marble stone (1100mm X 800mm X 18mm) with black colour engraved lettering as per the enclosed drawing.Ref : Derived Rate |
| 2 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieveat least 98%of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401.Rate per cum for grading-V Material.Ref: Page-99, Sl no.1B, 1B(V)-NH SOR 2019-2020. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400:13 revised vide table2 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.Ref: Page-106, Sl no.12 -NH SOR 2019-2020. |
| 4 | 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).Ref: Page-110, Sl no.1, A, i-NH SOR 2019-2020. |
| 5 | 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)Ref: Page-111, Sl no.2, A,i-NH SOR 2019-2020. |
| 6 | Bituminous MacadamProviding and laying bituminous macadamwith 100-120 TPH hot mixplantusingcrushedaggregatesof specified grading premixed with approved bituminous binder @3.3% (min)for Grading- 1 and 3.4% (min) for Grading-2 by weight of total mix, transportedtosite, laidover 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).for Grading II (19mmnominal maximum aggregate size) Layer Thickness 50-75mmRef: Page-112, Sl no. 3(ii) -NH SOR 2019-2020. |
| 7 | Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using viscosity grade bitumen of suitable approved grade to the 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 roller 8-10 tonne capacity, and finishing to required level and grade. i) Type-B. (rainfall more than 150cm/year)Ref: Page-120, Sl no.11, i-NH SOR 2019-2020. |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511) Type B.Ref: Page-121, Sl no.12,ii -NH SOR 2019-2020. |
| 9 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieveat least 98%of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401. Laterite Boulder & moorum.Ref: Page-99, Sl no.1,1B NH SOR 2019-2020. |
| 10 | Pumping out water from ponds or tanks. Ref: Page-04, item no -8 of PWD(B)-2017. |
| 11 | 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).Ref: Page-179, Sl no.1, NH SOR 2019-2020. |
| 12 | Providing and laying of Laterite boulder apron boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm 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 3.0mx1.50mx1.25m) (Reference to MORT&H's specification 2503.Ref: Page-255, Sl no.2, NH SOR 2019-2020. |
| 13 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheetplate with required bracing for any kind of plain orreinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.Ref:-PWD R&B 2018, Page no-332, Item no-18.05(b). |
| 14 | Plain/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). PCC Grade M15. Using concrete Mixer.Ref: Page-220, Sl no.5B, NH SOR 2019-2020. |
| 15 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305)Ref: Page-88, Sl no.18, NH SOR 2019-2020. |
| 16 | 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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