Re-Excavation of canal including installation of solar operated pumping system at Kamina and Chakbhagabatipur Mouza in Uluberia-II Block under Howrah (A-I) Division in Howrah District

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

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.3L
Published: 12 Oct 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 20 Oct 2026 02:49 UTC
Department: Water Resources Development Directorate
Office: Superintending Engineer (A-M), Kolkata (A-M) Resources Circle, Kolkata

Description

Re-excavation of a canal from Chak Bhagabatipur Community Hall to Choto Pole via Gayenpara Culvert and Chakbhagabatipur Samsan, including installation of a solar-operated pumping system, under the Core Sector Programme in Uluberia-II Block, Howrah District.

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 (66)

Re-excavation 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: 445.8 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: 15080 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) (b) Banana cluster/ Pineapple — Qty: 140 each
Earthwork in excavation in the canals/drainage channels/borrowpits/River bed / slopeof bankas noted be lowasper designed section& throwing the spoils in layers of 25cm. for making banks as pe rprofile or to deposit the same in anyother place within an initial lead of 30 metre and initial liftof1.5metre including breaking clods, roughdressing etc. complete as per direction of the Engineer-in-charge. (a)Ordinarysoil / localsoil/soil mixed with moorum or kankar /silt,dry or moist / slushy silt / sticky soil. — Qty: 33169.64 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: 21375.9 sqm
Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to aintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc. (Measurement : Pre-work and Post-work level — Qty: 2911.82 cum
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 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: 4 L.S
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 to 3, 5 & 7) — Qty: 0.04 of
Box Culvert Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). — Qty: 2892 Each
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 in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. — Qty: 2892 Each
Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. — Qty: 2892 Each
Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. — Qty: 2892 Each
Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden mallet after laying to achive designed thickness and be checked by sectional measurement with respect to the volume supplied including supply and carriage of all materials to site as per direction of the Engineer- in - Charge .(measurements will be on finished work / in stack after deducting necessary void).) (b) 1st class brick ballast — Qty: 33.6 Cum
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC/PVC/HDPE pipe, extending through the full width of the structure with slope of 1V : 20H towards drain/ingorce. Complete as per drawing and Technical Specifications (Reference to MORT&H specifications 2706 & 2200) — Qty: 84 Each
For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % (Item No-9 to 14) — Qty: 0.04 of
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. — Qty: 143.48 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 31.58 Cum
Supplying and laying Single Brick Flat Soling(with common burnt clay FPS (Non modular) bricks class designation 7.5 — Qty: 196.22 Sqm
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 39.3 Cum
CEMENT CONCRETE CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 45.64 Cum

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