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Tender Value
₹27.3 L
EMD Value
₹54,519
Closing Date
15 Jun 2026, 11:00 am
Executive Engineer (A-I) Bankura (A-I) Division
WRIDD Administrative Buildings , Pranabananda Sarani , Kenduadihi , Bankura , PIN 722102
Re-Excavation of Dumda Tank - 3 at Mouza - Dumda , J.L. No - 172 , Plot No. -738 ,739 ,740 under Chhatna Block in Bankura District under the Executive Engineer (AI), Bankura (AI) Division under Matir Shristi programme
2026_WRDD_1025780_1
WBWRIDD/EE (AI) /BANKURA/e NIT 01/MS/2026-27 ( Sl. No. - 01 to 02 ) 2nd Call.
Open Tender
CIVIL WORKS
90 days
Dumda, Chinabari, Chhatna
Please refer Tender documents.
5 documents required · 5 mandatory
₹54,519
29 May 2026
29 May 2026
17 Jun 2026
29 May 2026
15 Jun 2026
29 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 |
|---|---|---|---|---|---|---|
| 1Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | ||||||
| 2 | Pumping out water from ponds or tanks | - | Cum | 1 | - | BI01010001010000000000000515BI0100001117 |
| 3Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, levelling disposed spoils at disposed area. (mode of measurement: pre work and post work) | ||||||
| 4Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS I WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode ofmeasurement: pre work and post work). | ||||||
| 5 | Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment! disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6Supplying, testing and installation of open Weave Jute Geo- textile (JGT )having overall weight of 500 gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warp direction) × 7.50KN/m (weft direction) on slopes of embankments dressed and cut to a gradientas per design and drawing for control of surfaces oil erosion on proposed bank slope of embankment including the cost of preparation of sub-grade and excavating the trenches of 500mm deep and spade- width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the worksite, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope). | ||||||
| 7Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision | ||||||
| 8 | 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. | - | Cum | 1 | - | BI01010001010000000000000515BI0100001123 |
| 9 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 1 | Cum | 1 | ₹1 | BI01010001010000000000000515BI0100001124 |
| 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001125 |
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