Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAccepted-AOC | ₹51.8 L | L1 | Accepted-AOC Quoted lowest bid |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance VILL PADUMKHANA P O DAKSHIN SRIKRISHNAPUR P S NANDAKUMAR DIST PURBA MEDINIPUR PIN 721648 | DAKSHIN SRIKRISHNAPUR | PURBA MEDINIPUR | WEST BENGAL | 721648 | - | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹51.9 L
EMD Value
₹1.0 L
Closing Date
27 Aug 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 Gouri Das house to Sudhangsu Singhs house (J.L No.-254) at Sonachura GP under Nandigram -I block
2026_HDA_1037316_1
32/HDA/EC OF 2026 2027
Open Tender
CIVIL WORKS
Percentage
180 days
Haldia Development Authority City Centre, Debhog
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.0 L
HDA HALDIA
9 Sept 2026
12 Aug 2026
31 Aug 2026
13 Aug 2026
27 Aug 2026
19 Aug 2026
17 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 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Reference to MoRT&H's specification clause 305.4.3).
Ref: Page-86, Sl no.14 - NH SOR 2019-2020 (Derrive Rate). | 1 | Sqm | 1 | ₹1 |
| 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 | - | Sqm | - | - |
| 3 | By Mix in Place Method 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-IV Material.
Ref: Page-99, Sl no.1B, 1B(IV)-NH SOR 2019-2020 (Derrive Rate). | 0.6 | Cum. | - | - |
| 4 | 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 | Cum. | 1 | ₹1 |
| 5 | 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 | 1 | ₹1 |
| 6 | 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). | - | Cum. | 1 | - |
| 7 | 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. | - | - |
| 8 | Pumping out water from ponds or tanks.
Ref.:-Page no-4, Item No-8, PWD(B) SOR | - | Cum. | 1 | - |
| 9 | 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). | - | Cum. | 1 | - |
| 10 | Providing and laying of 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
3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503
Ref: Page-255, Sl no.2, -NH SOR 2019-2020. | - | Cum. | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.14 MB
Newcontract.pdf
Additional Documents • 0.58 MB
Estimate.pdf
Additional Documents • 0.01 MB
BOQ_2548111.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .