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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance 135 57 RITHANI GHOPLA ROAD RITHANI MEERUT MEERUT UTTAR PRADESH 250103 UDYAM UP 56 0089972 | MEERUT | UTTAR PRADESH | 250103 | ₹1.5 Cr | L1 | Accepted-Finance 1ST LOWEST ACCEPTED BIDDER |
| 2 | L2₹2.0 Cr+₹49.4 L (33.3%)Rejected-Finance MANGALDARI RATULIA PANSKURA DIST PURBA MEDINIPUR | PANSKURA | PURBA MEDINIPUR | WEST BENGAL | ₹2.0 Cr+₹49.4 L (33.3%) | L2 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 3 | L2₹2.0 Cr+₹49.4 L (33.3%)Rejected-Finance VILL P O RANGIBASAN P S MAHISHADAL DIST PURBA MEDINIPUR PIN 721628 | MAHISHADAL | PURBA MEDINIPUR | WEST BENGAL | 721628 | ₹2.0 Cr+₹49.4 L (33.3%) | L2 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 4 | L3₹2.1 Cr+₹61.3 L (41.3%)Rejected-Finance VILL KAKDWIP SUBHASH NAGAR P O KAKDWIP DIST SOUTH 24 PARGANAS PIN 743347 | KAKDWIP | SOUTH 24 PARGANAS | WEST BENGAL | 743347 | ₹2.1 Cr+₹61.3 L (41.3%) | L3 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
| 5 | L4₹2.3 Cr+₹81.8 L (55.2%)Rejected-Finance VILL JAMBURBASAN P O NANDAKUMAR DIST PURBA MEDINIPUR PIN 721632 | NANDAKUMAR | PURBA MEDINIPUR | WEST BENGAL | 721632 | ₹2.3 Cr+₹81.8 L (55.2%) | L4 | Rejected-Finance HIGHER THAN 1ST LOWEST ACCEPTED BIDDER |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
19 Feb 2026, 2:00 pmClosed
Superintending Engineer attached to CE(SW)
OFFICE OF THE CE(SW), KHASJUNGLE, ABAS, MIDNAPORE
Protection work of right ex zamindary embankment of New Cossye river for a length of 480 mtr from Pramaniksura to Goruikhali of Mouza Nakeldaha, G.P. Naichanpur II,Block Moyna, District Puba Medinipur.
2026_IWD_991173_1
WBIW/SE/CE(SW)/NIT-08e/2025-26
Open Tender
CIVIL WORKS
Percentage
240 days
G.P.- NAICHANPUR-II, BLOCK- MOYNA, PURBA MEDINIPUR
AS DEPICTED IN THE NIT
6 documents required · 6 mandatory
₹4.9 L
Yes
30 Jun 2026
28 Jan 2026
20 Feb 2026
28 Jan 2026
19 Feb 2026
28 Jan 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 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
15 cm av. Diameter | - | Mtr. | - | - |
| 2 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including oisting and placing piles in position, protecting the pill 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.
15 cm av. Diameter | - | Mtr. | 1 | - |
| 3 | 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. | - | - |
| 4 | 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.
Depth of excavation not exceeding 1,500 mm. | 1 | % Cum. | - | - |
| 5 | 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.) 1.35 metre x 0.75 metre nominal section | - | Mtr. | - | - |
| 6 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in - charge.
Mesh size 100 mm x 100 mm with 10 SWG wire | 1 | Sqm | 1 | ₹1 |
| 7 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. | - | Each | 1 | - |
| 8 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). | - | Each | - | - |
| 9 | Making cubical bamboo porcupine cages with bamboo of 60mm to 75 mm dia.having length of 1.8 metre each for all horizontal and vertical struts and 2.5 metre length for diagonal struts,3nos horizontal and 3 nos vertical struts should beplaced equi-distant from each face to make thes quare cage of outer dimension 60 cm x 60 cm and projecting each strut by 60 cm on all directions.Two nos dioganals or cross bamboo posts should be placed on each face having their centretied with the centre of cage properly including fitting, fixing corners, vertical, horizontal anddiagonal struts with ironnails not less than 20 cm long and tying corners with 16SWG galvanized iron wires, filling the cages with1st class kiln burn Brick @ 40 nos bricks percage.Cages builts with10 SWG hexagonal or square pattern 10 cm mesh, with proper lapping, tying and sewing with10 SWG GI wire including cost of all materials,carriage to site and laying the same in the bed or slope of the river etc. complete as per direction of the Engineer - in - Charge Single cage. | - | Each Cage | 1 | - |
| 10 | Labour charges for dumping and placing inposition 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 thecrate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches up to50 cms depth, if necessary, or by boat including cost of hire charges of boat, boat men and other necessary equipments and also including cost of bags, carriage and charge of fillin bags with earth / sandbut 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.
Where boats are necessary. | - | Each | - | - |
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