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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Finance DAG 1783 KANMARI 10 NO UTTAR DAKSHIN KANMARI SANDESHKAHLI NORTH 24 PARAGANAS WB 743442 | SANDESHKAHLI | NORTH 24 PARGANAS | WEST BENGAL | 743442 | -40.84% | ₹15.6 L | L1 | Admitted-Finance |
| 2 | L2₹20.1 LAdmitted-Finance PAIKPARA BASIRHAT NORTH 24 PARGANAS | BASIRHAT | NORTH 24 PARGANAS | WEST BENGAL | -23.98% | ₹20.1 L | L2 | Admitted-Finance |
| 3 | L3₹25.9 LAdmitted-Finance VILL BALIPOTA P O JAGUL DIST PASCHIM MEDINIPUR WEST BENGAL | PASCHIM MEDINIPUR | WEST BENGAL | -2.20% | ₹25.9 L | L3 | Admitted-Finance |
| 4 | L4₹26.2 LAdmitted-Finance MIRDANGA GOVT COLONY GUPTIPARA BALAGARH HOOGHLY | HOOGHLY | WEST BENGAL | 712101 | -1.00% | ₹26.2 L | L4 | Admitted-Finance |
Tender Value
₹26.4 L
EMD Value
₹52,870
Closing Date
9 Feb 2026, 5:00 pmClosed
EE/BID
Office of the Executive Engineer Basirhat Irrigation Division Postal address Dhaltitha with Telephone No. Fax No. 03217 265258
Strengthening of embankment along the left bank of River Ichamati for a length of 60 metre near Sangrampur Kali Mandir Ghat at Mouza Sangrampur, in Block Basirhat I, P.S Basirhat, Dist. North 24 Parganas of Basirhat Irrigation Division.
2026_IWD_992642_1
e NIT No.-WBIW/EE/BID/e-NIT-28 of 2025-26
Open Tender
CIVIL WORKS
150 days
Mouza Sangrampur
Please refer Tender documents.
8 documents required · 8 mandatory
₹52,870
12 Feb 2026
24 Jan 2026
11 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 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.
Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required.
Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanised wire including cost of all materials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) f) 1.35 metre x 0.75 metre nominal section
Providing and laying pre-cast brick block pitching of required size (53Cm. 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 at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.
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
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.).
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