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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC VILL CHAMPALI P O NURPUR P S MINAKHAN NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | ₹8.6 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹8.6 LRejected-AOC ASTANA ROAD BASIRHAT DIST NORTH 24 PARGANAS | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | ₹8.6 L | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹8.6 LRejected-AOC GORAHA ITAHAR U DINAJPUR | ITAHAR | UTTAR DINAJPUR | WEST BENGAL | ₹8.6 L | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹8.6 L
EMD Value
₹17,179
Closing Date
23 Feb 2026, 5:00 pmClosed
EE/BID
Office of the Executive Engineer Basirhat Irrigation Division Postal address Dhaltitha with Telephone No. 03217 265258
Restoration to damaged Embankment near Akharpur Jame Masjid Sardarpara for a length of 70.00 Metre along the Left bank of river Ichamati at Mouza- Akherpur, Block - Basirhat -I of Basirhat Irrigation Sub-Division under Basirhat Irrigation Division
2026_IWD_1000187_30
e NIT No. -WBIW/EE/BID/e-NIT- 29 of 2025-26
Open Tender
CIVIL WORKS
30 days
Mouza- Akherpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹17,179
18 Mar 2026
10 Feb 2026
25 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
Earth 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. (a) Depth of excavation not exceeding 1,500 mm.
Bricks / Jhama / Bats Sorted & stacked at site. (f) Brick bats.
Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.
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 withnwooden 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) (b) 1st class brick ballast
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)
Supplying to site and pitching with 1st class kiln burnt or picked Jhama bricks including dressing, ramming and preparing bed to proper slope complete with necessary earth work not exceeding 300 m.m. in depth and filling gaps with powdered earth or local sand etc. complete ( The rate is including cost of sand). c) 20.00 cm thick
Labour charges for relaying and replacing the displaced dry brick pitching by old bricks including dressing and preparing bed with necessary earth work upto 30 cm depth complete including filling gaps with powdered earth or local sand, including collection of bricks within a lead of 50 metre and finishing the same as per direction of the Engineer- in - Charge. c) 20.00 cm thick
Labour charges for collecting scattered bricks from slope, bed or apron and stacking the same above ground within a lead of 100 metre and all lifts as per direction of the Engineer - in - Charge.
Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) (d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern on a layer of brick flat (thickness 75 mm. plus 125 mm)
Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm)
Making sausages circular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside wire net caging made of 10 S.W.G. galvanised iron wire square pattern (internal dimension of mesh will be 100 mm. x 100 mm. square) galvanised wirenet caging with proper lapping of minimum 150 mm and sewing with 12 SWG. galvanised iron wire including cost of all materials, carriage up to site, placing and laying the same after preparing the bed/trench to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces .) b) 0.75 metre diameter.
Labour charges for launching sausage length above 2.00 metre from boats in proper position and where use of multiple boat is necessary, including hire charges of boat, boatman etc complete as per direction of the Engineer-in-charge. b) Sausage of 0.75 metre diameter.
Supply of G.I wire netting of different mesh and made with different SWG G I wire at site as per direction of the Engineer-in-charge. a) Mesh size 100 mm x 100 mm with 10SWG wire
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