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: ₹84.8L
- EMD: ₹1.7L
- Published: 28 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 29 Oct 2026 06:13 UTC
- Department: Water Resources Development Directorate
- Office: Kolkata (A-M) Resources Circle
Description
Re-excavation of a canal from the house of Panchanan Mondal to the house of Khokan Kayal in Mouza Gadkhali, Basanti Block, South 24 Parganas, under the Core Sector 2026-2027 programme. Work includes canal excavation, bank protection, culvert and inlet/outlet structures, and related 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 (43)
- 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: 438.03 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: 2400 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: 36244.08 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: 40720 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: 25400 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: 6093 Mtr
- Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter (@ 3m c/c ) — Qty: 195.333 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: 4062 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: 170.917 Mtr
- Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia of bamboo not less than 5.0 cm) — Qty: 485.333 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: 5439 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: 5439 Nos
- Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. — Qty: 5439 Nos
- For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % — Qty: 4 % of
- Display Board (2 Nos.): Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS 3,677.51 and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. — Qty: 2 LS
- Extra carriage of materials by cart/boat/head load besides initial transport of construction materials by truck (from road to work site) [except earthwork in excavation and filling works i.e. Item No. 2.01 & 2.12 ] — Qty: 4 Percent of
- Institutional Development : Campaining in the command area of one no SFMIS Sub-project by community workers for mass awareness, capacity building to achieve sustainability of Sub-projects. Cost include cost include wage payment to community workers, transportaton, leaflet etc. — Qty: 2 LS
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