Installation of 04 (Four) number of schemes (Re-excavation of Canal) for collective development in Basanti Block under Kolkata (AI) Division under Core Sector Programme

Kolkata (A-M) Resources Circle · Basanti, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹58.7L
EMD: ₹1.2L
Published: 28 Oct 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 29 Oct 2026 06:12 UTC
Department: Water Resources Development Directorate
Office: Superintending Engineer (A-M), Kolkata (A-M) Resources Circle, Kolkata

Description

Re-excavation of a canal from the house of Anukul Shaw to the house of Akkaj Sk. at Mouza Manashakhali, Basanti Block, South 24 Parganas, under the Core Sector 2026-2027 programme. The works include canal excavation, bank protection, cross-culvert and inlet/outlet structures, and associated community development activities.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (52)

Excavation Work Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge — Qty: 177.83 HP-Hr
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge — Qty: 1500 Sqm
Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm), Banana cluster/ Pineapple — Qty: 50 Each
Earth work in excavation in the canals/ drainage channels/ borrowpits/ River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. 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. For Excavation of Canal & Cross Bandh — Qty: 12041.73 Cum
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water — Qty: 20150 Sqm
Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warpdirection)×7.50KN/m.(weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of sub grade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by Ushape 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 work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope) — Qty: 10575 Sqm
For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % should be allowed over the existing schedule rate excluding Earthwork i.e. item No. 1.04 — Qty: 4 Percent of
For Cross Culvert (1 No.): Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. — Qty: 19 Each
Bank Protection Work with Bamboo Pilling: Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter (Post @ 8nos/m) — Qty: 2103 Mtr
Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter (@ 3m c/c ) — Qty: 68.667 Mtr
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary (2/3 be driven for each pile ) — Qty: 1402 Mtr
Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary (1.75m to be driven for each pile ) — Qty: 60.083 Mtr
Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia of bamboo not less than 5.0 cm) — Qty: 168.667 Mtr
Supply to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg) — Qty: 1876 Nos
Labour charges for filling empty cement gunny bag/polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone/brick) and sewing as done done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 m as per direction of Engineer-in-Charge (cost is excluding the cost of any types of filling materials) — Qty: 1876 Nos
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. — Qty: 1876 Nos
For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % — Qty: 4 % of
Bank Protection Work with Jhaw/ UC Bullah: Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed,15 cm avg. dia (3.5 m long each @ 5 nos./m) — Qty: 7003.5 Mtr.
Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed,10 cm avg. dia (2.0 m long each @ 2.50 m c/c) — Qty: 402 Mtr.
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, 15 cm avg. dia. (2.0m to be driven for each ) (2/3 of length to be driven for each pile ) — Qty: 4662.33 Mtr.

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