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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
2 Sept 2026, 4:00 pmClosed
CEO HDA
Office of the Chief Executive Officer Haldia Development Authority City Centre P.O. Debhog Haldia 721657 Dist Purba Medinipur
Construction of concrete road from Paresh Mannas katan (J.L No.-252) to Gangra Char Rash Mandir (J.L No.-253) at Sonachura GP under Nandigram -I Block.
2026_HDA_1037323_1
33/HDA/EC OF 2026 2027
Open Tender
CIVIL WORKS
Percentage
300 days
Haldia Development Authority City Centre, Debhog
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.9 L
HDA HALDIA
7 Sept 2026
12 Aug 2026
7 Sept 2026
13 Aug 2026
2 Sept 2026
20 Aug 2026
18 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land including uprooting rank vegetation,grass,bushes,shrubs,sapling sandtrees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned,uptoalead of 1000metres including removal and disposal of top organic soil not exceeding 150mmin thickness. (Reference to MoRT&H's specification clause 201) By Mechanical Means In area of light jungle
Ref: Page-71, Sl no.3(II)(A) - NH SOR 2019-2020. | 10,344 | Sqm | 5.06 | ₹52,340.64 |
| 2 | Supplying and Laying Polyethene sheet (150 Gm/Sqm) over the layer of Compacted Morrum surface.
Ref:-Page no-47, Item no-13 PWD(B) 2017 | 7,758 | Sqm | 24 | ₹1,86,192 |
| 3 | By Mix in Place Method Construction of granular sub-base (Sand-bats 60:40), bats Size 40mm down 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 achieve at 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
Ref: Page-99, Sl no.1(B)(i)- PWB-PWD NH sch 2019-2020. | 775.8 | Cum | 2,091.37 | ₹16,22,484.85 |
| 4 | By Mix in Place Method Constructionofgranularsub-baseby providing graded material such as natural Laterite Boulder/Moorum/crushed gravel/crushed stone/combination depending upon the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanica lmixure (with controlled addition of water), and compacting with vibratory roller to achieveat least 98%of themaximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401
Ref: Page-99, Sl no.1B(i) PWB-PWD-NH sch 2019-2020. | 491.34 | Cum | 2,757.79 | ₹13,55,012.54 |
| 5 | Reinforced cement concrete in sub-structure complete all including, formwork, 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). RCC Grade M20. Using concrete Mixer.
Ref: Page-220, Sl no.5E,5E(P) - NH SOR 2019-2020 (Derrive Rate). | 1,474.02 | Cum | 7,869.86 | ₹1,16,00,331.04 |
| 6 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of un coated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200).
Ref: Page-226, Sl no.6- NH SOR 2019-2020 (Derrive Rate). | 1 | MT | 69,582.4 | ₹69,512.82 |
| 7 | 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:- PWD (R) (NH))Pg No-88, Item No-18 (Derrive Rate). | 258.6 | Cum | - | - |
| 8 | 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:- Rate Analysis | - | Nos | 9,720 | - |
| 9 | Pumping out water from ponds or tanks.
Ref.:-Page no-4, Item No-8, PWD(B) SOR | 1,215.5 | Cum. | 10.44 | ₹12,689.82 |
| 10 | 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 (Derrive Rate). | 170 | Cum. | - | - |
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