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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC DHABLAT SHIBPUR PS SAGAR DIST SOUTH 24 PARGANAS | SAGAR | SOUTH 24 PARGANAS | WEST BENGAL | ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.7 L+₹6,136.63 (1.10%)Rejected-Finance | ₹5.7 L+₹6,136.63 (1.10%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.8 L+₹18,658.66 (3.33%)Rejected-Finance | ₹5.8 L+₹18,658.66 (3.33%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.2 L+₹63,461.12 (11.3%)Rejected-Finance | ₹6.2 L+₹63,461.12 (11.3%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Credential Mismatch |
Tender Value
₹6.3 L
EMD Value
₹12,585
Closing Date
22 Jul 2026, 12:00 pmClosed
EE Kakdwip Irrigation Division
Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip South 24 Parganas
Emergent restoration to Sundarban Embankment damaged due to Full moon Kotal on and from 30.06.2026 to 03.07.2026 for a length of 50.00 M from Ch. 11.50 Km to Ch. 11.550 Km at Mouza - Mandirtala in Block-Sagar facing left bank of Hooghly under
2026_IWD_1032999_1
- WBIW/EE/KIDIVISION/e-SNIT- 06 (e)/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
SAGAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹12,585
Yes
21 Sept 2026
18 Jul 2026
22 Jul 2026
18 Jul 2026
22 Jul 2026
18 Jul 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 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile,levelling as per direction ofthe Engineer-in-charge within a lead of,
NB : Measurement to be taken on the basis of stack measurement/prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking.
Note: The rate is inclusive for compensation for earth for land owned and arranged by the contractor add Rs. 25.00 per cum extra over rate of E/W for land owned /arranged by the Department . Royalty charges on earth @ Rs. 29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e., Rs. 15.00 per 100 cft.), as per Govt. notification , which will be paid on production of necessary documents in support of payment made towrds the royalties & Cesses.
(D) Beyond 3.00 and upto 4.00 km. | - | cum | 361.47 | - |
| 2 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m.
(Sand, cement mortar mix for making blocks, pointing & plastering is1:4) . | 1 | cum | 8,303.51 | ₹8,295.21 |
| 3 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).)
(a) Jhama ballast | 1 | Sqm. | 3,109.16 | ₹3,106.05 |
| 4 | Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earth-work complete within a lead of 200 metre and all lifts complete. | 1 | cum. | 367.07 | ₹366.7 |
| 5 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping
over concrete surface]
(ii) With 1:4 cement mortar
(b) 20 mm thick plaster | 1 | Sqm | 292.97 | ₹292.68 |
| 6 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed
(ii) 12.5 cm av. Diameter | - | mtr | 207.37 | - |
| 7 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles
(ii) 12.5 cm av. diameter | - | mtr | 109.65 | - |
| 8 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. Width of thinner end above 10 cm. and less than 15 cm
Jhaw / Eucalyptus | - | mtr | 148.73 | - |
| 9 | Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. | - | Each | 167.33 | - |
| 10 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre. | - | Each | 498.17 | - |
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