Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.0 LAccepted-Finance MANGALJAN P O GHORSALA RAGHUNATHGANJ JANGIPUR DIST MURSHIDABAD PIN 742235 | RAGHUNATHGANJ | MURSHIDABAD | WEST BENGAL | 742235 | ₹2.0 L | L-1 | Accepted-Finance Qualified due to 1st lowest bidder |
| 2 | L-2₹2.3 LRejected-Finance VILL GHANESHYAMPUR P O KANKURIA P S SAMSERGANJ DIST MURSHIDABAD WEST BENGAL PIN 742202 | MURSHIDABAD | WEST BENGAL | 742202 | ₹2.3 L | L-2 | Rejected-Finance Disqualified due to 2nd lowest bidder |
| 3 | L-3₹2.3 LRejected-Finance VILL PROTAPPUR P O P S RAGHUNATHGANJ DIST MURSHIDABAD | KOLKATA | WEST BENGAL | 700023 | ₹2.3 L | L-3 | Rejected-Finance Disqualified due to 3rd lowest bidder |
| 4 | L-4₹2.4 LRejected-Finance | ₹2.4 L | L-4 | Rejected-Finance Disqualified due to 4th lowest bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not qualified due to submission of Insufficient credentials |
Updated dates
Tender Value
₹2.3 L
EMD Value
₹4,637
Closing Date
26 May 2026, 6:00 pmClosed
Executive Engineer, Ganga Anti Erosion Dvin No.I
Ganga Anti Erosion Division No.I, Raghunathganj, Murshidabad
Construction of river Gauge Pillar on river Gauge Stations at Nimtita, Nurpur, Bansloi and Bangsabati in Blocks Samserganj and Suti I under Jangipur I Sub-Division No-II of Ganga Anti Erosion Division No.I.2nd Call
2026_IWD_1023840_4
WBIW/EE/GAED-I/NIT-01(e)/26-27
Open Tender
CIVIL WORKS
15 days
Nimtita, Nurpur, Bansloi and Bangsabati
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,637
Yes
29 May 2026
11 May 2026
26 May 2026
11 May 2026
26 May 2026
11 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. | ||||||
| 1.01 | (a) Depth of excavation not exceeding 1,500 mm. | 27 | %CUM | 14,214.6 | ₹3,83,794.2 | Item-02 |
| 2Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) | ||||||
| 2.01 | (a) With earth obtained from excavation of foundation. | 18 | %CUM | 9,241.22 | ₹1,66,341.96 | Item-04 |
| 3 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 21 | Sqm | 28.6 | ₹600.6 | Item-05 |
| 4Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 36 (e) for every 4 m or part thereof) | ||||||
| 4.01 | (i) 25 mm to 30 mm shuttering without staging in foundation | 26 | Sqm | 244.32 | ₹6,352.32 | Item-07 |
| 5Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 36 (e) for every 4 m or part thereof) | ||||||
| 5.01 | (ii) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 70 | Sqm | 393.29 | ₹27,530.3 | Item-09 |
| 6(I) Cement concrete with graded stone ballast (40mm size excluding shuttering) In ground floor [Pakur Variety] | ||||||
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.48 MB
2911_ii.pdf
Tender Documents • 0.29 MB
BAR_CHART_4.pdf
Additional Documents • 0.56 MB
FORMS.pdf
Additional Documents • 0.65 MB
BOQ_2516511.xls
BOQ • 0.33 MB
OID.pdf
Additional Documents • 0.18 MB
Download all tender documents and submit your bid